72-10 Core Creek Land Company Inc

Permit Class
NEW
Permit Number
72-10
STATE OF NORTH CA ,tOLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
,Permit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Core Creek Land Company Inc. 303 Island Drive, Beaufort, NC 28516
Authorizing development in Carteret County adi. to Core Creek, at 329 Core Creek
Road in Beaufort as requested in the permittee's application dated 9/29/09 (MP -I MP-2. MP-4. MP-5)
and 9/21/09 (MP-3), including the attached workplan drawings (3), 1 dated revised 3/15/10 and I dated revised 5112/10, and I dated revised 314/10
This permit, issued on June 18, 2010 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
7e SUQJet:t LU lines, 1111pr15011111erlr Ur GIV11 aGLIUrr; Ur may cause mn pnrunr to Uc RUH auu vUru.
Docking Facility
1) Unless specifically altered herein, this permit authorizes only the 10 slip docking facility, kayak
dock, transient fuel dock, and other structures and uses located in or over the water that are expressly
and specifically set forth in the permit application. No other structure, whether floating or stationary,
shall become a permanent part of this docking facility without permit modification. No non -water
dependent uses of structures may be conducted on, in or over public trust waters without permit
modification.
2) Hand rails shall be installed on the south side of Dock D in order to prevent dockage of boats in
undesignated spaces. The handrails shall remain in place for the life of the facility
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
July 15, 2014
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
4� James H. Gregson„Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

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Core Creek Land Company Inc. Permit # 72-10
Page 2 of
ADDITIONAL CONDITIONS
NOTE: Should the adjacent property to the north be sold prior to the initiation of construction, the
permittee shall be required to obtain a signed riparian corridor waiver from the new property
owner prior to the placement of any structures within the 15 foot riparian corridor.
3) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed in an easily accessible location. The pumpout facility shall be operable and
maintained for the life of the marina.
4) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on -site with a
representative of the Division of Coastal Management to ensure that the required pumpout facility is in
place and operable.
5) The marina shall display a sign showing the location of the on -site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main piers.
6) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharge at the marina shall be considered a violation of this permit for which the
permittee is responsible. This prohibition shall be applied and enforced throughout the entire existence
of the permitted structure.
7) All portions of the access pier/walkway located over any wetlands shall not exceed a width of 6 ft. and
shall be elevated a minimum of 3 feet above the wetland substrate as measured from the bottom of the
decking.
8) No attempt shall be made by the permittee to prevent the full and free use by public of all navigable
waters at or adjacent to the authorized work.
9) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
10) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
11) This permit authorizes a maximum of 10 formalized boat slips.
NOTE: Any proposal to add one or more additional boat slipsto the authorized 10 slip facility may
require that the docking facility be classified as a marina, and shall therefore require a review
under the N.C. Environmental Policy Act (NCEPA).

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Core Creek Land Company Inc. Permit # 72-10
Page 3 of 5 x
ADDITIONAL CONDITIONS
Easement
12) The permittee may be required to apply for a submerged land lease from the Department of
Administration's State Property Office. Contact the Department of Administration's State Property
Office directly at [phone] for this determination. Should it be determined that an Easement is
required, the permittee shall supply a copy of the easement to the Division within 30 days of issuance of
the Easement.
Excavation
13) Unless specifically altered herein, the dimensions of the area to be excavated shall not exceed the area
that is expressly and specifically set forth in the attached permit application and workplan drawings.
Any proposal to change the area to be excavated shall require permit modification.
14) Excavation shall not exceed —8 feet below the normal high water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
15) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
Spoil Disposal
16) Prior to the beginning of any excavation activities the spoil disposal area shall be inspected and
approved by the Division of Coastal Management.
17) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any vegetated wetlands or surrounding waters.
Shoreline Stabilization
18) The authorized bulkhead shall adhere to the alignment depicted on the attached workplan drawings and
shall be located landward of all Coastal Wetlands.
19) The alignment of the permitted bulkhead shall be staked by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of any construction.
20) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
21) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation landward of the authorized
alignment is permitted except for that which may be required for the construction of the bulkhead wall,
riprap, deadmen cables, etc.
22) All backfill material shall be clean and free of any pollutants except in trace quantities.

Core Creek Land Company Inc. Pei mit'# 72-10
Page 4 of 5
ADDITIONAL CONDITIONS
23) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
Boat Ramps
24) Unless specifically altered herein, this permit authorizes the boat ramp as indicated on the attached
workplan drawings.
25) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
26) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
Upland Development
27) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property including the parking area,
boardwalks, driveway, culverts, boardwalk, gazebo, and infrastructure all as expressly and specifically
set forth in the attached permit application and workplan drawings. Any additional land disturbing
activities and/or construction may require a modification of this permit. Contact a Division of Coastal
Management representative at [phone] for this determination
28) The authorized culverts shall be adequate size and shall not be installed in such a manner as to
impaimormal flows and circulation patterns within waters or wetlands or to reduce the reach of water or
wetlands.
Stormwater Management
29) The N.C. Division of Water Quality approved this project as an exclusion under stormwater
management rules of the Environmental Management Commission under No. SW8 091016 on 4/12/10.
Sedimentation and Erosion Control .
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
30) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
31) 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 (e.g. silt fence,
diversion swales or berms, etc.). ,

North Carolina Wildlife Resources Commission Permit 4 72-10
Page 5 of 5
ADDITIONAL CONDITIONS
General
32), The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
33) The waters adjacent to the permitted project are classified as "Conditionally Approved Closed". The
construction and/or operation of the authorized upland development shall not directly result in a
permanent closure of these conditionally approved waters. Any such permanent closure directly
attributable to the authorized facility shall require that the permitted undertake remedial actions to
remedy the situation. Such actions may include, but are not limited to, a removal of any unauthorized
facilities.
34) 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.
35) This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals
or authorizations that may be required.
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 high water level.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under DWQ Project No.
091087.
NOTE: The U.S. Army Corps' of Engineers authorized the proposed project under COE Action Id. No.
SAW-2008-02569

Permit Class
NEW
Permit Number
72-10 �
STATE OF NORTH CAROLINA )
Department of Environment and Natural Resources
and
Coastal Resources Commission
Permit �
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Core Creek Land Company Inc., 303 Island Drive, Beaufort, NC 28516
Authorizing development in Carteret County adj. to Core Creek, at 329 Core Creek
Road. in Beaufort , as requested in the permittee's application dated 9/29/09 (mP-I- MP-2. MP-4. MP-5)
and 9/21/09 (MP-3), including the attached workplan drawings (3), 1 dated revised 3/15/10 and I dated revised 5112/10, and I dated revised 3/4/10
This permit, issued on June 18, 2010 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Docking Facility
1) Unless specifically altered herein, this permit authorizes only the 10 slip docking facility, kayak
dock, transient fuel dock, and other structures and uses located in or over the water that are expressly
and specifically set forth in the permit application. No other structure, whether floating or stationary,
shall become a permanent part of this docking facility without permit modification. No non -water
dependent uses of structures may be conducted on, in or over public trust waters without permit
modification.
2) Hand rails shall be installed on the south side of Dock D in order to prevent dockage of boats in
undesignated spaces. The handrails shall remain in place for the life of the facility
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
July 15, 2014
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
pop: Woo;
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
P/"-�.
James H. Gregson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Copy
Signature of Permittee

Core Creek Land Company Inc. Permit 4 72-10
r Page 2 of
ADDITIONAL CONDITIONS
'_VOTE: Should the adjacent property to the north be sold prior to the initiation of construction, the
permittee shall be required to obtain a signed riparian corridor waiver from the new property
owner prior to the placement of any structures within the 15 foot riparian corridor.
3) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed in an easily accessible location. The pumpout facility shall be operable and
maintained for the life of the marina.
4) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on -site with a
representative of the Division of Coastal Management to ensure that the required pumpout facility is in
place and operable.
5) The marina shall display a sign showing the location of the on -site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main piers.
6) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharge at the marina shall be considered a violation of this permit for which the
permittee is responsible. This prohibition shall be applied and enforced throughout the entire existence
of the permitted structure.
7) All portions of the access pier/walkway located over any wetlands shall not exceed a width of 6 ft. and
shall be elevated a minimum of 3 feet above the wetland substrate as measured from the bottom of the
decking.
8) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
9) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
10) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
11) This permit authorizes a maximum of 10 formalized boat slips.
NOTE: Any proposal to add one or more additional boat slips to the authorized 10 slip facility may
require that the docking facility be classified as a marina, and shall therefore require a review
under the N.C. Environmental Policy Act (NCEPA).

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Core Creek Land Company Inc. Permit # 72-10
Page 3 of 5
s
ADDITIONAL CONDITIONS
Easement
12) The permittee may be required to apply for a submerged land lease from the Department of
Administration's State Property Office. Contact the Department of Administration's State Property
Office directly at [phone] for this determination. Should it be determined that an Easement is
required, the permittee shall supply a copy of the easement to the Division within 30 days of issuance of
the Easement.
Excavation
13) Unless specifically altered herein, the dimensions of the area to be excavated shall not exceed the area
that is expressly and specifically set forth in the attached permit application and workplan drawings.
Any proposal to change the area to be excavated shall require permit modification.
14) Excavation shall not exceed —8 feet below thk4aormal high water leveljno case shall the depth of
excavation exceed the depth of connecting waters. - ......
15) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
Spoil Disposal
16) Prior to the beginning of any excavation activities the spoil disposal area shall be inspected and
approved by the Division of Coastal Management.
17) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any vegetated wetlands or surrounding waters.
Shoreline Stabilization
18) The authorized bulkhead shall adhere to the alignment depicted on the attached workplan drawings and
shall be located landward of all Coastal Wetlands.
19) The alignment of the permitted bulkhead shall be staked by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of any construction.
20) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
21) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation landward of the authorized
alignment is permitted except for that which may be required for the construction of the bulkhead wall,
riprap, deadmen cables, etc.
22) All backfill material shall be clean and free of any pollutants except in trace quantities.

Core Creek Land Company Inc. Pe: mit # 72-10
Page 4 of 5
z
s
ADDITIONAL CONDITIONS ,
23) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
Boat Ramos
24) Unless specifically altered herein, this permit authorizes the boat ramp as indicated on the attached
workplan drawings.
25) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
26) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
Upland Development
27) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property including the parking area,
boardwalks, driveway, culverts, boardwalk, gazebo, and infrastructure all as expressly and specifically
set forth in the attached permit application and workplan drawings. Any additional land disturbing
activities and/or construction may require a modification of this permit. Contact a Division of Coastal
Management representative at [phone] for this determination
28) The authorized culverts shall be adequate size and shall not be installed in such a manner as to
impaimormal flows and circulation patterns within waters or wetlands or to reduce the reach of water or
wetlands.
Stormwater Management
29) The N.C. Division of Water Quality approved this project as an exclusion under stormwater
management rules of the Environmental Management Commission under No. SW8 091016 on 4/12/10.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
30) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
31) 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 (e.g. silt fence,
diversion swales or berms, etc.).

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North Carolina Wildlife Resources Commission Permit n 72-:0
? Page 5 of 5
ADDITIONAL CONDITIONS
General
32) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on- account of any such removal or
alteration.
33) The waters adjacent to the permitted project are classified as "Conditionally Approved Closed". The
construction and/or operation of the authorized upland development shall not directly result in a
permanent closure of these conditionally approved waters. Any such permanent closure directly
attributable to the authorized facility shall require that the permitted undertake remedial actions to
remedy the situation. Such actions may include, but are not limited to, a removal of any unauthorized
facilities.
34) 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.
35) This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals
or authorizations that may be required.
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 high water level.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under DWQ Project No.
091087.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-2008-02569

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DCNI Field Offices
cl' ,
,
,o
Wilmington
US ACOE Offices:
Washington:
Wilmington:
Cultural Csour es,
Public Water Supp]
Nlo.rine Fisher'
NCCDDOT�:
Shellfish Sane a
State Property:
Water Quailty-
Washington:
Wilmington:
LPO:
`YV 1411 r��i:5it� Div Vr:\ r:¢:i ul0./":nbij
Raleigh Bland
Tracey Wheeler
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Dave Timpy
Renee Gledhill -Early
Debra Benoy (WIRO)
Joey White (WARD)
Anne Deaton
Ken Pace
Patti Fowler
June Michaux
Cyndi Karoly (Raleigh)
John Hennessy (NC DOT)
Vivian Christy
Al Hodge
7Jo:
enhuis — 401son - Stormwa r
Fax Distribution: Permitee #: L/
Agent #:

Its Mr-1
APPLICATION for
Malor Development Permit
(last revised 12/27106)
OCT 7 Z009 IN
morphoad city DOM
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Core Creek Land Co Inc
Project Name (if applicable)
Adams Creek Marina
Applicant 1: First Name
Richard
MI
Last Name
Collette
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
303 Island Dr
PO Box
City
Beaufort
State
NC
ZIP
28516
Country
USA
Phone No.
252-728-7024 ext.
FAX No.
Street Address (if ddferent from above)
City
State
ZIP
Email
2. AgentContractor Information
Business Name
Stroud Engineering Pa
Agent/ Contractor 1: First Name
MI
Last Name
Ronald
D.
Cullipher
Agent/ Contractor 2: First Name
MI
Last Name
David
W
Gambardella
Mailing Address
PO Box
City
State
151A Highway 24
Morehead City
NC
ZIP
Phone No. 1
Phone No. 2
28557
252-247-7479 wd.
ext.
FAX No.
Contractor #
252 247 4098
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address Morehead City DCM
State Rd. #
Carteret
329 Core Creek Rd
SR1475
Subdivision Name
City
State
zip
Beaufort
NC
28516 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Whiteoak
Core Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
❑Natural ®Manmade ❑Unknown
Newport River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Carteret County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Sae of entire tract (scift)
1300 FT
335,239 SF
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4 ®NHW or ❑NWL
e. Vegetation on tract
Trees, Coastal Marsh, Grass
f. Man-made features and uses now on tract
Old boat ramp, Floating docks, Hotel, Graveled Boat Storage, Office, Sheds, Cottage, Boat Basin.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Existing land uses adjacent to the tract are residential. Across the Highway 101 right of way to the south the use is
Commercial. NCDOT Right of Ways on both sides.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
B-2
(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 it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
252.808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM'MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
®Yes ❑No
(ii) Are there coastal wetlands on the site?
®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.RK116
On site septic
+'�{, ,�'
\`�Ij
2 2009
o. Describe existing drinking water supply source.
Onsite wells
mcgehead Ow DO
p. Describe existing stone water management or treatment systems.
Sheet flow to Grassed swales
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ®Commercial ❑PublictGovernment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Construct 10 Slip floating dock Commercial Marina with new ramp for boat launching. Portable Pumpout will also be made
available. A new bulkhead will be installed and the existing basin will be expanded and dredged to approximately 8 It at
NLW. The boat ramp will be dredged deeper and replaced. The shoreline will be dredged in the existing areas of dockage
adjacent to the existing sheetpile. A 39 x 30' deck will be provided within the 76 AEC. 6 ft wide walkways will be provided
from the deck to access the floating slips. Fuel will also be provided on -site. A new parking lot and access in front of the boat
ramp will be constructed and culverts w/ road will be installed across the wetlands ditch for access.
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.
Standard marine construction methodology. Backhoe, Excavator, Jet pump, Barge all stored on site
d.
List all development activities you propose.
Mechanical Dredging, 10 slip marina with floating docks, re -construct boat ramp, reconfigure T dock, construct bulkhead,
construct fuel docks and pumpout. Construct 30'x30' deck and 6 It walkways for access. Remove existing gravel access,
provide new access across wetlands ditch with culverts.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? .96 ❑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.
None Existing, None proposed
I.
Will wastewater or stormwater 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
r
<Form continues on back> 007 9 7nn0
6. Additionallnformadon
In addition to this completed application form, (MP-1) the following items below, if applicable, must be inorder fo4 thacg(j_onn
m package to be complete. Items (a) — (n are always applicable to any major development application. nsum the a pplica(rQ D
instruction booklet on how to property 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.
I. 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 NCDOT, Phone No. 252-514-4716
Address 209 S. Glenburnie Rd, New Bern, NC 28560
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal perils issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA GP 49766 7/20/2007 Richard Collette; CAMA GP 53385 CAMA GP 49767 7/20/2007 Richard Collette
4/16/2009 Richard Collette
CAMA MINOR 429-07 4/16/09 Richard Collette
h. Signed consultant or agent authorization for, 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 expenddure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
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 furtherncert'fy that the Information provided in this application is truthful to the best of my knowledge.
Date Y �O / Print Name David Gambardella (AGENT)
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
252.808-2808 .. 1.888.4RCOAST .. www.nccoastaimanagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Perk, Form DCM MP-1. Be sure to complete all other
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
Access
Oth
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
210 avg
53'
91'1216!
Width
18T
44'
34' 1 33'
Avg. Existing
-T NLW
-3.5 NLW
NA
NA
-W NLW
Depth
Final Project
8' NLW
9 NLW
NA
NA
8' NLW
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
5000 CY
c. () Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW 536 SF ❑SAV ®SB 12.582 sf
❑WL _ ❑None
(ii) Describe the purpose of the excavation in these areas:
Excavation of small fringe wetlands to allow for existing boat
basin expansion and floating dock placement
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
On site in existing dredge spoils area
c. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
❑This section not applicable
Silt and Fine Sand
d. High -ground excavation in cubic yards.
4407 CY
area.
65' x 190'
❑This section not applicable
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
On site
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
F
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmananement.net revised: 12/26/06

-Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 1264'
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other. _ Width:
c. Average distance waterwanl of NHW or NWL: 1' WATERWARD d. Maximum distance waterward of NHW or NW
L:
OF NHW (EXISTING BULKHEAD)
e. Type of stabilization material:
Concrete
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 1300 SF Riprap
Breakwater/Sill Other
i. Source of fill material.
Approved Sand Mine
f. (i) Has there been shoreline erosion dux ding 12 C/T , , 4 0,
eJ `�►
months? � e009
❑Yes ®No ❑NA e$
(ii) If yes, state amount of erosion and source of erosion anToilg►%l� _
information. OC
M
h. Type of fill material.
Sand
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlandstmarsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water _ other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area _ ❑CW ❑SAV _ ❑SB
(iv) Purpose of fill ❑WL ❑None
Ili) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt Fence
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No []NA
(ii) If yes, explain what type and how they will be implemented.
9-17, 4
Date
Adams Creek Marina LLC
Project Name
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Backhoe, Excavator, Barge
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
David Gambardella (AGENT)
Applicant Name
Applicant Signature
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06

Form DCM MP-3 09
009
UPLAND DEVELOPMENT SEP 21 City
(Construction and/or land disturbing activities) Morehead Ciiy DCM
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
New Driveway, Gazebo, Boat Launch Approach, Deck
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.
No residential units
.96 acres
e. If the proposed project will disturb more than one acre of land, the
f. List the materials (such as marl, 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
Gravel, Concrete
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes []No ❑NA
(ii) If yes, list the date submitted: Concurrent with CAMA
Submittal
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 Stornwater 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?
31.50% (reduced from existing)
®Yes ❑No ❑NA
i. Give the percentage of the entire tract to be covered by impervious
(ii) If yes, list the date submitted: Concurrent with CAMA
and/or built -upon surfaces, such as pavement, building, rooftops,
Submittal
or to be used for vehicular driveways or parking.
47.51 % (reduced from existing)
j. Describe proposed method of sewage disposal.
k. Have the facilities described in Item (i) received state or local
Existing septic on site
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the
m. Does the proposed project include an innovative stornwater
state (e.g., surface runoff, sanitary wastewater, industrial/
design?
commercial effluent, "wash down" and residential discharges).
❑Yes ®No ❑NA
Surface runoff
If yes, attach appropriate documentation.
252-808-28082 :: 1-888.4RCOAST :: www.nccoastaimanaaement.net revised: 12/26/06

Forin DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Existing Well
o. When was the lolls) platted and recorded?
Unknown
9'/Z ( /Q 17
Date
Adams Creek Marina
Project Name
David Gambardella (AGENT)
App Name
Applicant Signature
n. (i) Will water be impounded? []Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes []No ®NA
Morehead City DCM
252-808-2808::1.888.4RCOAST:: w .noeoastalmanaeement.net revised: 12/26/06

Form DM MP-4 Rk a�CE
STRUCTURES OCT 2 zoos
(Construction within Public Trust Areas) MOr@h
' V ead City DCM
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
®Commercial ❑PublictGovemment ❑Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes (:]No
c. (I) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes [:]No
(ii) Number 7 (A.B.C.D.E.F.G.C1.81)
If yes:
(iii) Length Floating A-330'. Fixed B-61'. Fixed C-70'.
(ii) Number 5
Floating D-117'. Boardwalk E-254'. Fixed Kayak F-101'.
(iii) Length 55'
Boardwalk G-375'. Floating Cl- 101'. Floating 131- 52'
(iv) Width 5'
(iv) Width A-6'. B-6', C-6. D-5'. E-6% F-5', G-6. C11-6.
(v) Floating ®Yes ❑No
B1-6'
(v) Floating ®Yes ®No
e. (I) Are Platforms included? ®Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
If yes:
(ii) Number 1
(ii) Number
(iii) Length 32'
(iii) Length
(iv) Width 5'
(iv) Width
(v) Floating ®Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (I) Number of slips proposed
h. Check all the types of services to be provided.
10
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
3
N Dockage, fuel, and marine supplies
® Dockage ('Wet slips') only, number of slips: 10
® Dry storage; number of boats: 70
® Boat ramp(s); number of boat ramps: 1
❑ Other, please describe:
I. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
®Open water; dredging for basin and/or channel Sail Boats, Charter Boats. Mixed
[]Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 56 I. (1) Will the facility be open to the general public?
252-808-2808 :: 1.888-4RCOAST :: www.nccoastaimanaaement.net revised: 12/27/06

;Form DCM MP-4 (structures, Page 2 of 4)
m. (!)Will the facility have tie pilings? ®Yes []No
SYes []No
(ii) If yes number of tie pilings?
17
2. DOCKING FACIUMMARINA OPERATIONS
❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
I
S Office Toilets
I (2
�/' T
�'ti9yil'
V
S Toilets for patrons; Number: 4; Location: Existing Office and Hotel
S Showers
e�
�9
S Boatholding tank pumpout; Give type and location: Portable Pumpout
v/1
b. Describe treatment type and disposal location for all sanitary wastewater. V�
Onsite Septic
c. Describe the disposal of solid waste, fish offal and trash.
Onsite Trash Cans and Dumpster
d. How will overboard discharge of sewage from boats be controlled?
Marina will be a locked head facility with no sewage discharge allowed. The marina facilities will be equipped with a sewer
pumpout system to promote boater use and minimize discharge of wastewater from boats into the adjacent waters. A locked
head policy will be put in place with strict enforcement action in slip leases to prevent bilge and head discharges. Boat owners
will be required to place dye packs within their pumpout tanks in order to quickly identify any potential leakage. The sewer pump
out will be closely monitored to ensure that it is properly utilized.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
7, One on every dock
(ii) Give the location and number of "Pumpout Available" signs proposed.
7, One on Every dock
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
The marina will implement a stormwater pollution prevention plan, provide containment dikes around bulk liquid storage
containers, store any hazardous materials indoors to prevent stormwater contamination, conduct routine leak and maintenance
checks, provide roofed waste storage, and perform annual analytical monitoring of the site.
g. Where will residue from vessel maintenance be disposed of?
Residue from vessel maintenance will be diposed of with a licensed waste contractor.
h. Give the number of channel markers and "No Wake" signs proposed. 0
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
Located on Dock A. The marina facilities will be equipped with a new fueling station that utilizes automatic shutoff nozzles and
is designed to be quickly shutoff in the event of an emergency or a spill. Marina staff will be trained in a Spill Contingency Plan.
Fuel absorbent booms and materials, fire extinguishers, and other fuel absorbent materials will be stored near the fueling
station. Procedures for fuel containment will be clearly stated on signs for boat owners.
252.808-2808 :: 1-888.4RCOAST :: www.nccoastaimanaaement.net revised: 12/27/06

,Farm DCM MP-4 (Structures, Page 3 of 4)
j. What will be the marina policy on overnight and live -aboard dockage?
Overnight Permitted, No Live aboards permitted
k. Describe design measures that promote boat basin flushing?
Limit depth of dredging to depth no deeper than connecting point
I. If this project is an expansion of an existing marina, what types of services are currently provided?
NIA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
®Yes ❑No
2
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 15,882 sf ❑SAV ®SB 12,582 sf
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse stmcture(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(III) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable 1
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
252.808.2808 :: 1-888-4RCOAST :: www.necoastaimanaaement.net revised: 12/27/06

Form, DCM MP-4 (Structures, Page 4 of 4)
a. Is the structure(s):
❑Commercial ❑PubliclGovemment ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Within 19 riparian buffer. (Waiver will be provided)
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Width of water body
309
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Number Or `'b j
d. Description of buoy (color, inscription, s'zi, or, etc.),? V44/
Qa 9
n
b. Proximity of structure(s) to adjacent docking facilities.
150 FT to the North
d. Water depth at waterward end of structure at NLW or NWL
8'
B. OTHER ®This section not applicable
a. Give complete description:
_I lZ¢�Qq--�
Date
Adams Creek Marina LLC
Project Name
David Gambardella (AGENT)
Appli me
_j�plicant Signature
252-808-2808 :: 1-888-4RCOAST n www.necoastalmartagernent.net revised: 12127/06

Form OCM MP-5 4f, 06l
BRIDGES and CULVERTS OJ;�dm( 21pp9
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections 3( Int
Application that relate to this proposed project. Please include all supplemental information. 46n
1. BRIDGES
a. Is the proposed bridge:
❑Commercial ❑PublictGovemment ❑Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? []Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
®This section not
b. Water body to be crossed by bridge:
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? []Yes []No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL: _
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9. Length of proposed bridge: h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ❑Yes ❑No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
k. Navigation clearance underneath proposed bridge: I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ❑No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ❑Yes []No
If yes, explain:
2. CULVERTS ❑This section not applicable
a. Number of culverts proposed: 2 b. Water body in which the culvert is to be placed:
Cama Jurisdictional Ditch
< Form continues on back>
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FOT[tt DCM MP-5 (Bridges and Culverts, Page 2 of 4)
c. Type of culvert (construction material): OCR
Concrete
d. () Will proposed culvert replace an existing bridge?
❑Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert: 36 LF
h. Height of the top of the proposed culvert above the NHW or NWL.
1'
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert? 019
If yes, `�1 G1�
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s): _
IN) Height of the top of the existing culvert above the NHW or
NWL: _
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9 Width of proposed culvert: 24"
i. Depth of culvert to be buried below existing bottom contour.
1'
k. Will the proposed culvert affect existing water Flow?
❑Yes ®No
If yes, explain:
3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 16'
(iii) Avg. width of area to be excavated: 25'
(iv) Avg. depth of area to be excavated: 1'
(v) Amount of material to be excavated in cubic yards: 15 Cy
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetfandstmarsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
OCW 375 ❑SAV ❑SB
OWL _ ❑None
(ii) Describe the purpose of the excavation in these areas:
Installation of culvert.
252-808-2808 :: 1-888-4RCOAST :: www.n000astalmanagement,net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Existing spoils area.
)
a
(ii) Dimensions of the spoil disposal area: 192' x 65' Y f�
(III) Do you claim title to the disposal area? ®Yes []No (If no, attach a letter granting permission from the owner.) Y �9 V
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No �'!D. \.;.
(v) Does the disposal area include any coastal wetlands/marsh (CM, submerged aquatic vegetation (SAVs), other wetlands (WL), or tI
bottom (SB)7
❑CW ❑SAV OWL ❑SB ®None 411,
If any boxes are checked, give dimensions if different from (ii) above. NA
(vi) Does the disposal area include any area below the NHW or NWL? ? []Yes ®No
If yes, give dimensions if different from (ii) above.
e. (1) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(III) Avg. width of area to be filled:
(iv) Purpose of fill:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ®Yes ❑No
If yes,
(ii) Avg. length of area to be filled: 16'
(iii) Avg. width of area to be filled: 25'
(iv) Purpose of fill: For Access Rd
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CM, submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
®CW 100 SF ❑SAV ❑SB
❑WL _ []None
(ii) Describe the purpose of the excavation in these areas:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ❑Yes ®No detour structures? ❑Yes ®No
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
252-808.2808 :: 1-8884RCOAST :: www.nccoastalmanaaement.net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
c. Will the proposed project require any work channels?
❑Yes NNo
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Backhoe Excavator
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes NNo
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
9'/Z-Vaq
Date
Adams Creek Marina
Project Name
David Gambardella (AGENT)
Appliame .
pplicant Signature
14V.- 0 ' /ry/y`,�,.,
d. How will excavated or fill materia7lpt on site and erosioi4
controlled? 2
Silt Fence �lik �QQ
f. Will wetlands be crossed in transporting equipment to pro*sfte?
❑Yes NNo
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
252-808-2808 :: 7.888.4RCOAST :: w .nccoastalmanaaement.net revised: 10/26/06

North Carolina
Beverly Eaves Perdue
Governor
June 23, 2010
Core Creek Land Company, Inc.
303 Island Drive
Beaufort NC 28516
Dear Sir or Madam:
w
UM
Department of Environment and
Division of Coastal Management
James H. Gregson
Director
Natural Resources
Dee Freeman
Secretary
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. Please sign both the
original (buff -colored form) and the Xerox stamped "Copy". 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. Please
retain the original (buff -colored form), as it must be available on site when the project is inspected for
compliance.
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 if another qualified party submits a valid
objection to the issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation.
The Coastal Resources Commission makes the final decision on any appeal.
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 require
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 is 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.
Sincerely,
. v
Douglas V. Huggett
Major Permits and Consistency Manager
Enclosure
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] FAX: [phone] Internet: wvvw.nccoastalmanaaement.net
An Equal Opportunity 1 Af nnative Acton Employer
NorthCarolina
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STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
(252)) 2�/47-7479
TO _. ( .fQ__ --
WE ARE SENDING YOU -1 Attached ❑ Under separate cover via
Shop drawings ❑ Prints Plans
Copy of letter ❑ Change order ❑
DATE C 1 P JOB No.l /
AT ENnON ✓ %✓� ` I\
RE: /
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the following items:
❑ Samples ❑ Specifications
COPIES
DATE
Run=
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DESCRIPTION
I • e
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑ Approved as submitted
❑ Resubmit copies for approval
❑
For your use
❑ Approved as noted
❑ Submit copies for distribution
`j
As requested
❑ Returned for corrections
❑ Return corrected prints
>
❑
For review and comment
❑
❑
FORBIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.

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I] RE: Core Creek Land Company: Adams Creek Marina
From: Haines, Andrew <[e-mail]>
To: Dave Gambardella <[e-mail]>,
[e-mail] <[e-mail]>
Date: Jan 14 2010 - 3:00pm
Ron and Dave,
Message 1 of 1 in conversation
After reviewing the file some more and conferring with Patti, we have determined
that 250 feet of linear dockage around and to the south of the boat ramp is the
maximum footage that will not necessitate a shellfish closure. This situation is
different from the Coastal Yacht Hanger permit, as at Coastal Yacht Hanger, usage
of the facility was restricted to dry stack users only, and thus no boats under 35 feet
could use the staging area/fuel dock that was permitted. In the Core Creek Land
Company Project, both motel users and the general public may also access the
facility, so we must take that into account when determining the smallest boat size
that will be using the docks.
To summarize: In order to avoid a classification change surrounding the Core Creek
Land Company project, the following criteria must be met.
1) A solid handrail or fence should be installed along the south side of "Floating
Dock D" in order to prevent the dockage of boats in undesignated spaces.
2) There should be a separation of at least 100 feet between the last slip in the
ten -slip basin and any other docks.
3) The total length of usable dockage surrounding the ramp and to the south of
the ramp should not be greater than 250 feet.
Thanks again for taking the time to meet with us today, and if you have any other
questions, don't hesitate to call.
Andy
Reply I Reply to all
http://l27.0.0.1:46641cache?event_id=127478&schema_id=1 &q=core+creek&s=bF—jJPc1T... 6/3/2010

Beverly Eaves Perdue
Governor
April 12, 2010
LTD KY; AWIFA
r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
Richard and Joyce Collette, Directors
Core Creek Land Company, Inc.
303 Island Road
Beaufort, NC 28516
Subject: Stormwater Permit Exclusion — Redevelopment
Adams Creek Marina, 329 Core Creek Road, Beaufort
Project Number SW8 091016
Carteret County
Dear Mr. and Mrs. Collette:
Dee Freeman
Secretary
RECEIVED
APR 16 2010;
moreheoq city DOW
On March 16, 2010, the Wilmington Regional Office of the Division of Water Quality received a request to
exclude the subject proposed redevelopment project from Stormwater Management Permit requirements. Staff
review of the plans and supporting documentation has determined that the project proposes activities that are
excluded from State Stormwater permitting requirements as set forth in Section 2.(d)(3) of Session Law 2008-
211, effective October 1, 2008, and the stormwater rules under Title 15A NCAC 2H.1000, as amended.
Therefore, the director of the Division of Water Quality is hereby providing confirmation that the subject project
is excluded from State Stormwater permitting requirements under the following conditions: 1) The project must
be constructed as shown on the plans submitted to this Office; 2) The proposed built -upon area of 155,705
square feet does not exceed the existing built -upon area of 169,569 square feet; and 3) The proposed
stormwater control, sheet flow, provides equal protection of surface waters as the existing stormwater control,
which is sheet flow.
Under Section .1003 (b) of the stormwater rules, the entire common plan of development must be permitted.
Therefore, any future development or changes to the proposed development, including, but not limited to, the
relocation of built -upon area and the construction of additional built -upon area, may require approval or a
Stormwater Management permit application and permit issuance from the Division of Water Quality prior to any
construction. Any construction on the site prior to receipt of the required approval or permit will constitute a
violation of Title 15A NCAC 2H.1000 and Session Law 2008-211, and may result in the initiation of appropriate
enforcement action.
Please keep in mind that this determination does not affect your legal obligation to obtain other permits and
approvals, which may be required by Federal, State, or local government agencies, rule or law. If you have any
question, or need additional information concerning this matter, please contact either Linda Lewis or me at
910-796-7215.
Sincerely,
GeorgetteScott
Stormwater Supervisor
Division of Water Quality
GDS/arl: S:\WQS\STORMWATER\EXEMPT\2010\091016.apr10
cc: Ron Cullipher, P.E., Stroud Engineering Morehead City
Carteret County Building Inspections
Doug Huggett, Division of Coastal Management
Wilmington Regional Office Stormwater File
DWQ Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: "77 623-6748 North Carolina.
IntemeL w .ncvraterqualiy org Aa` " ura y
An Equal Opportunity l Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Core Creek Land Company, Inc.
2. LOCATION OF PROJECT SITE: The project is located adjacent to Core Creek
immediately north of the Highway 101 high-rise bridge at 329 Core Creek Road in
Beaufort, Carteret County.
Photo Index - 2006: 46-8759, grids N-16, N-17, N-18, M-17, M-18;
2000: 46-583, grids K-7, K-8, K-9, L-7, L-8.
State Plane Coordinates - X: 820873.789 Y: 121806.270 Rover #:M100812A
Longitude: -76 4124.34 Latitude: 34 49 33.17
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -(several) 10/08/08 to 9/17/09
Was Applicant Present -Yes
Photos Taken - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 10/2/09
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification from LUP - Rural with Services/Conservation
(B) AEC(s) Involved: CW, ES, PTA, EW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic
Planned - Portable pump -out
(F) Type of Development: Existing - Motel, gravel drive, several misc. buildings,
residence, boat ramp, two docks, bulkhead, and basin
Planned - 10-slip docking facility, concrete bulkhead,
kayak dock, transient fuel dock, parking lot, driveway,
culverts, deck, gazebo, boat ramp, and maintenance
excavation
(G) Estimated Annual Rate of Erosion: unknown
Source - N/A
7. HABITAT DESCRIPTION:
17111 11 1 y /:1113A_1�
(A) Shallow Bottom
49,492 ft2
1,350 ftZ
(B) Coastal Wetlands
536 ftZ
375 ft2
456 ft2 shaded
(C) High Ground
7,502 ftZ
41,818 ftZ
6,450 ft2
(D) Open Water
4,837 ft2 shaded
43,786 ftZ incorp
(E) Total Area Disturbed: 151,309 ft2
(F) Primary Nursery Area: No
(G) Water Classification: SA; HQW Open: Yes (Conditionally Approved)

Field Investigation Report:
Core Creek Land Company, LLC
8. Proiect Summary: The applicant wishes to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts, deck, gazebo,
boat ramp, and perform maintenance excavation for commercial use and is applying for a
permit to do so.
9. Narrative Description:
The property is located north of Beaufort, off of NC Highway 101, at 329 Core Creek Road,
Carteret County. This parcel was previously the site of Monroe Johnson Marine Construction.
The project involves two contiguous lots adjacent to Core Creek. The two lots incorporate a 7.7-
acre area. This site is developed with a basin, rip rap ruble and bulkhead along the shoreline; there
is a dock on each lot, a gravel drive, a motel, a boat ramp, several miscellaneous storage buildings,
and a single-family residential structure. The adjacent properties are NCDOT. The property to the
north is the dead end of SR 1475, and the property to the south is the Highway 101 Bridge.
There is 143,399 square feet of gravel driveway & parking area. There is 3,450 square feet of
concrete driveway area. There are 22,720 square feet of total building footprint existing on -site.
This equals a total of 51 % of the tract is covered in impervious surface, and 39 % of the Estuarine
Shoreline Area of Environmental Concern (AEC) is covered with impervious surface.
The average elevation of the high ground of the parcel is +4' above the normal high water level.
Vegetation on this particular tract is mainly consists of lawn grasses, mixed trees and shrubs, and
Coastal Wetlands. This tract has approximately 1,300' of continuous shoreline along Core Creek.
This length includes a basin on the northwest corner of the parcel. Immediate offshore water
depths adjacent to the tract along Core Creek range from about -0.6' to -9' nlw. The subaqueous
substrate in Core Creek is firm with shell. There is an unnamed tributary (UT) that runs along the
eastern property boundary. This 20' wide UT heads south and connects to Core Creek on an
adjacent property. The head of the UT has an 85' long culvert connection to the eastern end of the
boat basin where it exchanges during overflow storm water events. There are Coastal and Section
404 Wetlands within this UT.
Core Creek is approximately 300 feet across at the most constrictive points for this location. These
waters are not classified as a Primary Nursery Area and there is no submerged aquatic vegetation
present. This area is open (conditionally approved) to shellfish harvest and is classified as SA;
HQW waters. There is a defined Federal ICW Channel in the immediate vicinity of the project
area. This Federal Channel edge has an 80' setback.
10. Proposed Development:
The applicant wishes to construct a new 10-slip docking facility, concrete bulkhead, driveway,
culvert installation, deck, gazebo, kayak dock, boat ramp, transient fuel dock, and perform
maintenance excavation within Core Creek at 329 Core Creek Road, Carteret County.
The existing shoreline stabilization will be replaced with 1,264' of new concrete bulkhead. The
Brad Connell October 8, 2009 Morehead City

Field Investigation Report:
Core Creek Land Company, LLC
Paae 3
new bulkhead will be installed 1' waterward of the existing bulkhead. The new bulkhead will be
10' above the substrate. The new bulkhead will be installed landward of the Coastal Wetlands in
the boat basin and along Core Creek. The eastern side of the boat basin will not be stabilized with
bulkhead and the Coastal Wetlands in this area will be avoided.
The proposed maintenance excavation involves the removal 9,407 cubic yards of earthen material
(including coastal wetlands, high ground, and subaqueous substrate). The majority of this
excavation involves the expansion of the existing boat basin. The expansion will involve the
removal of a section of Coastal Wetlands and high ground along the southwest side of the boat
basin. The boat basin will be approximately 210' long and 187' wide. The remaining excavation is
parallel to the Core Creek shoreline, running north and south of the existing boat launching area.
This area of excavation in Core Creek will be 360' long and approximately 33' wide. The average
existing water depth in these areas is -3.5' nlw. The excavation will connect to -8' and -9' nlw
water depths. The spoil will be contained on site near the southeast corner of the parcel. This
existing spoil disposal area is 65' wide and 190' long. This existing spoil area is on high ground at
least 40' landward of the normal high water (nhw) mark of the UT.
The proposed 10-slip docking facility will be located inside of the existing basin. The landward
edge of the entire basin will be bordered by 655' of wooden boardwalk that will be 6' wide. This
boardwalk will be over high ground. The boardwalk will be approximately 4' from the northern
riparian property line. The adjacent riparian property owner (NCDOT) has waived the 15' setback
requirement.. There will be a floating pier access into the southwest corner of the basin that will be
5' wide and 115' long. There will be a sewage pump -out station at the waterward terminus of this
floating access pier. The. ten slips will be supported by five floating finger piers and twelve
independent tie pilings. Each finger pier will extend perpendicular from the main access
boardwalk and will be 5' wide and 55' long. This facility will accommodate vessels approximately
60' in length. This docking facility will be within 1' of the Federal ICW Channel Setback.
The eastern end of the boat basin will support a kayak/canoe launching facility. There will be a
30' by 30' gazebo 10' landward of the basin boardwalk. A 6' wide and 100' long fixed pier will
leave the gazebo, intersect the boardwalk, and then traverse coastal wetlands to reach the waters of
the boat basin. At the waterward terminus of the pier, there will be a "V" shaped floating
platform. Each side of this floating "V" platform will be 5' wide and 16' long.
The existing boat ramp is to be replaced approximately 60' south of the boat basin. This new boat
ramp will be 30' wide and 100' long. The boat ramp will extend 45' waterward into Core Creek.
There are five independent guide pilings proposed that extend from the waterward end of the ramp
to within l' of the Federal ICW Channel Setback.
Staging support docks are proposed along either side of the ramp. There will be a fixed pier along
the north side of the ramp that will be 6' wide and 75' long.. it will connect to a floating 23' long
landing that will then orient northerly for another 78'. There will be a fixed pier along the south
side of the boat ramp that will be 6' wide and 90' long. It will connect to a floating landing 10'
long that then turns south for an additional 43'. There will be a deck connecting to an existing
Brad Connell October 8, 2009 Morehead City

Field Investigation Report:
Core Creek Land Company, LLC
Paee 4
office building approximately 30' landward of the boat launching facility. This deck will be 30' by
46'. Both, the gazebo and the deck, will be at least 33' from nhw and over high ground.
There will be a fueling dock approximately 45' to the south of the ramp's southern floating dock.
This dock will run parallel to the bulkhead and extend an average distance of 12' waterward. This
floating dock will be 6' wide and 332' long. This floating dock will have an entrance and exit
gangway at either end of the dock that will connect it to the bulkhead. The fuel terminals are
located on the dock 75' south of the northern end. They will connect to the fuel storage tanks
approximately 85' to the east, landward of the bulkhead.
Included in the new approach to the boat ramp is a 19-space concrete parking lot. Nine of the
parking spaces will be within 30 of the nhw. This new approach and parking lot will be 76' wide
and 159' long. A new driveway will connect the approach, south of the motel, and connect to the
motel parking lot. This new driveway will cross the headwaters of the UT. Two culverts are
proposed, side by side, to support this 20' by 20' driveway crossing. The new concrete driveway
will be 18' wide and 352' long.
The existing upland impervious gravel and storage buildings on the southeastern end of the parcel
will be used as a commercial boatyard. This area will support the storage of approximately 70
vessels. There will be 134,250 square feet of gravel driveway & parking area. There will be
2,249 square feet of concrete driveway area. The 22,720 square feet of total building footprint
existing on -site will remain unchanged. This will equal a total of 48 % of the tract to be covered in
impervious surface, and 32% of the Estuarine Shoreline Area of Environmental Concern (AEC)
will be covered with impervious surface. This will be a reduction of overall impervious surface
and a reduction of impervious surface within the AEC.
This proposal will be a commercial operation. It will utilize the existing water and septic on site.
The storm water will continue to sheet flow across the site.
10. Anticipated Impacts:
This docking facility will extend 55' waterward into a 300' wide waterbody. The new structures
will be about 1' outside of the Federal ICW Channel Setback. The 10-slip docking facility, kayak
launch, ramp piers, and fuel dock will usurp 43,786 f? of public trust waters and have 4,837 f? of
platform area along 1,300' of shoreline adjacent to Core Creek. The concrete bulkhead will be
installed 1' waterward of the existing bulkhead, requiring the fill of 1,264 square feet of shallow
bottom habitat. The excavation will remove 536 square feet of Coastal Wetlands and the driveway
culverts will fill 375 square feet of Coastal Wetlands. These Coastal Wetland impacts are "low
marsh," predominantly below the nhw. There is no submerged aquatic vegetation (SAV) in the
project area. The excavation will impact approximately 49,492 ftZ of benthic habitat in Core Creek.
This project will impact 55,770 square feet of high ground for the deck, gazebo, new driveway and
parking lot reconfiguration. Storm water will continue to sheet flow across the site. These waters
of Core Creek are classified as SA; HQW waters. These waters are not Primary Nursery Area and
are open (Conditionally Approved) to the harvest of shellfish. Opportunistic shellfish growth has
Brad Connell October 8, 2009 Morehead City

Field Investigation Report:
Core Creek Land Company, LLC
Paee 5
been observed along the bulkhead, boat ramp area, and dock pilings. The new boat ramp will
impact 1,350 square feet of shallow bottom.
Brad Connell October 8, 2009 Morehead City

Beverly Eaves Perdue
Governor
October 12, 2009
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Location:
e�
�k
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director
Maureen Will
Division of Coastal Management
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Core Creek Land Company, Inc.
Dee Freeman
Secretary
The project site is located at 329 Core Creek Road, Beaufort, Carteret County.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
requested
REPLY:Y7_41us 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.
SIGl� DATE
Phone. [phone] \ FAX: [phone] Internet: www.nawastalmanaaement.net
An Equal Opportunity \ Affirmative Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
MEMORANDUM
To: Doug Huggett, Major Permits Processing Coordinator
From: Maureen Meehan Will, DCM Morehead City District Planner
Date: June 16, 2010
Subject: Major Permit Application, Requested by Core Creek Land Company, LLC, to
construct a 10-slip docking facility, concrete bulkhead, kayak dock, transient fuel
dock, parking lot, driveway, culverts, deck, gazebo, boat ramp, and perform
maintenance excavation for commercial use, on property located at 329 Core Creek
Road, adjacent to Core Creek, Carteret County, North Carolina.
LUP Consistency Determination: The proposal is Consistent With & not in Conflict with
the 1996 Carteret County Land Use Plan certified by the CRC on November 19,
1999.
Overview:
Areas of Environmental Concern (AECs) impacted by the proposal include Estuarine Waters,
Public Trust Area, Estuarine Shoreline, and Coastal Wetlands. The Waters at the project site are
classified as SA; HQW and are open to the harvesting of shellfish. The area is not a primary
nursery area.
The Carteret County Land Classification Map designates the subject property as "Rural with
Services" and the ABCs as "Conservation". Development within the designated AECs is limited
by CAMA regulations and development guidelines. Applicable or related policy includes the
following:
"Carteret County does not oppose bulkhead construction in any areas of the county as
long as they fulfill the use standards set forth in 15A NCAC 7H. " (Bulkhead
Construction Policy, pg. rV-10)
"Except as otherwise permitted by state and federal agencies, residential,
commercial and industrial development should not be allowed in coastal wetlands,
freshwater wetlands, or publicly -owned natural heritage areas, as those areas are
shown on Land Classification Maps 17A and 17B." (Miscellaneous Resource
Protection, Residential, Commercial, and Industrial Development Impacts on
Resources Policy (a), pg. IV-14)
"All construction along estuarine shoreline will be in accordance with Carteret
County Subdivision and/or Zoning Ordinance." (Residential, Commercial, and
Industrial Development Impacts on Resources, Policy (d), pg. IV-14) .
400 Commerce Ave., Morehead City, NC 28557.3421 One
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanaaement.net NorthC,aNrrohna
An Equal Oppodunity 1 Affirmative Action Employer NatKL KLL ff

"For all waterfront development, parking lots shall be set back from the shoreline 75'
or 20% of the depth of the lot, whichever is less. This setback issue shall be further
studied by any such committee established for the purpose of developing a county-
wide Comprehensive Plan. " (Residential, Commercial, and Industrial Development
Impacts on Resources, Policy (fl, pg. IV-14)
"Carteret County supports the use standards for estuarine, public trust and ORW
waters as specified in 15A NCAC 7H.0207. "(Section IV Marine Resource Policy
(a), pg. IV-14) .

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: Core Creek Land Company, Inc.
LOCATION OF PROJECT: 329 Core Creek Road, Beaufort
DATE APPLICATION RECEIVED COMPLETE BY FIELD:
FIELD RECOMMENDATION: Attached: Yes
CONSISTENCY DETERMINATION: Attached: NO
FIELD REPRESENTATIVE: Brad Council
DISTRICT MANAGER REVIEW: Tere Barrett I
B) DATE RECEIVED BY MAJOR PERMITS UNIT: 10/09/2009
PUBLIC NOTICE RECD: 10/18/2009
ADJ. RIP. PROP NOTICES RECD:
APPLICATION ASSIGNED TO: Iw n
C) 75 DAY DEADLINE: �D
MAIL OUT DATE: I b I D9
FEDERAL DUE DATE:
PERMIT FINAL ACTION: ISSUE
DENY
County: Carteret
10/02/2009
To Be Forwarded: No
To Be Forwarded: YES
DISTRICT OFFICE: Morehead City
FEE REC ): $475 (60/40)
END OF NOTICE DATE: 11/08/2009
DEED RECD:
ON: 10/ 16VO
150 - DAY DEADLINE:
STATE DUE DATE: I a-- U
FED COMMENTS RECD:
DRAFT ON
AGENCY
DATE
COMMENTS
RETURNED
OBJECTION
S:
YES NO
NOTES
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
Division of Community Assistance
p
Land Quality Section
�D
Division of Water Quality
r
Storm Water Management (DWQ)
State Property Office
egha
Division of Archives & History
Z
4
Division of Environmental Health
�� ��
Division of Highways
? d
Wildlife Resources Commission
Local Permit Office
1017 7
✓
h,GC 144WA6✓S
Division of Marine Fisheries
�� Z
Corps of Engineers

May. 14. 2010 12:26PM
Katrina F. Marshall, AICP
Director
CARTERET CC PLANNING DEPT No.3719 P. 1
Carteret County
Department of Planning and Development
Main Office:
Courthouse Square
Beaufort, NC 28516-1896
Tel: [phone]or 728-8545
Fax: [phone]
Date: May 14, 2010
To: Doug 1luggett, Major Permits Processing Coordinator
From: Jim Jennings, AICP - Planning Director
Carteret County Department of Planning and Development
Subject: CAMA/Dredge & Fill Permit Application Review
Western Office:
701 Cedar Point Blvd.
Cedar Point, NC 28584-8013
Tel' [phone]
For. [phone]
Applicant: Core Creek Land Company, Inc./Adams Creek Marina
Project 329 Core Creek Road, Beaufort, NC.
Location: PiN's# 639901390526,639901390968, 639901393996, 639901393705, and 639901395854
Proposed Construction of a 10-slip docking facility, a new bulkhead, kayak dock, transient fuel dock,
Project: parking lot, driveway, culverts, deck, gazebo, boat ramp, and maintenance excavation.
I. The parking for this project does now comply with the CAMA Land Use Plan,
2. This project is zoned B-2 and the 10-slip docking facility, new bulkhead, kayak dock, transient fuel
dock, parking lot, driveway, culverts, deck, gazebo, and boat ramp are permitted.
3. The Flood Damage Prevention and Protection Ordinance will apply.
4. The proposed project is a commercial project and adequate buffering and screening are now provided.
5. The existing lots might need to be recombined to produce the project shown on Site Plan,
-A-. This agency has no objection to the project, as proposed.

Oct.27. 2009 10:59AM CARTERET CO PLANNING DEPT No. 1996 P. 2
3),110
Katrina F. Marshall, AICP
Director
Date: October 26, 2009
Carteret County
Department of Planning and Development
Main Office:
Courthouse Square
Beaufort, NC 28516-1896
Tel: [phone]or 728-8545
Fax: [phone]
To: Doug Huggett, Major Permits Processing Coordinator
Western Office:
701 Cedar Point Blvd.
Cedar Point, NC 28584-8013
Tel: [phone]
Fax: [phone]
9 OlT 2 7 2009
From: Jim Jennings, AICP - Assistant Planning Director4""� f@ 8C� CityDCiM
Carteret County Department of Planning and Dent
Subject: CAMA/Dredge & Fill Permit Application Review
Applicant: Core Creek Land Company, Inc./Adams Creek Marina
Project 329 Core Creek Road, Beaufort, NC.
Location: PIN's # 639901390526, 639901390968, 639901393996, 639901393705, and 639901395854
Proposed Construction of a I0-slip docking facility, a new bulkhead, kayak dock, transient fuel dock,
Project: parking lot, driveway, culverts, deck, gazebo, boat ramp, and maintenance excavation.
Comments on the Proposed Proiect:
1. The parking for this project does not comply with the CAMA Land Use Plan, whose RESIDENTIAL,
COMMERCIAL, AND INDUSTRIAL DEVELOPMENT IMPACT ON RESOURCES Policy states
that "For all waterfront development, parking areas shall be set back from the shoreline 75' or 20% of
the depth of the lot, whichever is less.". Most of the proposed parking lot does not meet this Policy.
2. This project is zoned B-2 and the 10-slip docking facility, new bulkhead, kayak dock, transient fuel
dock, parking lot, driveway, culverts, deck, gazebo, and boat ramp are permitted.
3. The Flood Damage Prevention and Protection Ordinance will apply.
4. The proposed project is a commercial project; therefore, buffering and screening are required per the
Zoning Ordinance,
5. If the existing single-family residence is intended to be used for public/commercial use, it most be
brought up to Building Code specifications.
6. The existing lots might need to be recombined to produce the project shown on Site Plan.
7. The Carteret County Planning and Development Department cannot approve this project until all
Ordinance and Building Code issues have been satisfactorily addressed.
Please contact me if you have any questions.

Beverly Eaves Perdue
Governor
AA
NCDENR
North Carolina Department of Environment and Natural Resources
October 12, 2009
MEMORANDUM:
Division of Coastal Management
James H. Gregson
Director
Dee Freeman
Secretary
OCT 16 2009
By;
V S
S` s
TO: 14ellJehAson Gin o,v Lew %S 5
Division of Water Quality— Stormwater
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review OCT 2 g zoos
Applicant: Core Creek Land Company, Inc. Morehead City )CM
Location: The project site is located at 329 Core Creek Road, Beaufort, Carteret County.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
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. ,1Wu Yrr,-- re-do"elo pmegt-gCCIUS(C11,
This agency objects to the project for reasons described in the attached comments.
SIGNED 66-"G4.J DATE
400 Commerce Ave., Morehead City, NC 28557-3421 k ne
Phone. [phone] FAX: [phone] Internet: mmitccoastalmanagement.net NorthCarolina
An Equal Opportunity \ Affirmative Action Employer Jl laturallrf

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Coleen H. Sullins
Director
November 18, 2009
CERTIFIED MAIL: 70081140 0002 9563 3124
RETURN RECEIPT REQUESTED
Core Creek Land Co., Inc.
Attn: Richard Collette
303 Island Drive
Beaufort, NC 28516
Dear Mr. Collette:
Dee Freeman
Secretary
Carteret County
p
NOV 2 0 2009
SUBJECT: Adams Creek Marina, Bgay fort
DWQ Project # 09 1087 Morehead (City DGM
This Office has reviewed your CAMA application for impacts to wetlands and waters dated October 12,
2009 to construct a 10-slip docking facility, concrete bulkhead, kayak dock, transient fuel dock, boat
ramp, deck, gazebo and perform maintenance dredging. The Division of Water Quality (DWQ) has
determined that your application contain information that will cause a conflict with our rules as
discussed below. The DWQ will require a modification of your project in order to process your
application. Therefore, unless we receive the additional information requested below, we will have to
move towards denial of your application as required by 15A NCAC 2H .0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
The Shellfish Sanitation and Recreational Water Quality Section has indicated that the project as
proposed would permanently cause a closure to shellfish waters. The DWQ is concerned that your
proposed project would cause significant adverse impacts by the closing of these waters. The
permanent closing of the shellfish waters would be considered a degradation of waters, which would
result in violations of the following Water Quality Standard.
15A NCAC 02B .0201 ANTIDEGRADATION POLICY
(b) Existing uses, as defined by Rule .0202 of this Section, and the water quality to protect such uses
shall be protected by properly classifying surface waters and having standard sufficient to protect these
uses. In cases where the Commission or its designee determines that an existing use is not included in
the classification of waters, a project which shall affect these waters shall not be permitted unless the
existing uses are protected.
Wilmington Regional Office
127Cardinal Drive Extension Wilmington, NC 28405
Phone: [phone] / FAX: [phone]
Internet: www ncwaterauality ora
An Equal Opportunity/Affirmative Action Employer
50%Recycled/ IV. Post Consumer Paper
Northe Carolina
aara!!ry
Customer Service 1-e77-623-6748

Page Two
Core Creek Land Co., Inc.
Attn: Richard Collette
November 18, 2009
(d) The Commission shall consider the present and anticipated usage of High Quality Waters (HQW),
including any uses not specified by the assigned classification (such as outstanding national resource
waters or waters of exceptional water quality) and shall not allow degradation of High Quality Waters
below the water quality necessary to maintain existing and anticipated uses of those waters. High
Quality Waters are a subset of waters with quality higher than the standards and are as described by
15A NCAC n2B .01019e)(5). The procedures described in Rule .0224 of this Section shall be
implemented in order to meet the requirements of this part.
(f) Activities regulated under Section 404 of the Clean Water Act (33 U.S.C. 1344) which require a
water quality certification as described in Section 401 of the Clean Water Act (33 U.S.C. 1341) shall
be evaluated according to the procedures outlined in 15A NCAC 2H .0500. Activities which receive a
water quality certification pursuant to these procedures shall not be considered to remove existing
uses. The evaluation of permits issued pursuant to G.S. 143-215.1 that involve the assimilation of
wastewater or stormwater by wetlands shall incorporate the criteria found in 15A NCAC 2H
.0506C)(1)-(5) in determining the potential impact of the proposed activity on the existing uses of the
wetland per 15A NCAC 2H .0231.
2. At a minimum, DWQ requires that deed notifications (or restrictive covenants if required by
the US Army Corps of Engineers) be recorded for the remaining jurisdictional 404/401
waters/wetlands. A sample deed notification can be found on the DWQ 401 Water Quality
Certification web site and the USACE language is found on their website. Please provide a
Draft copy that includes the proposed preservation language and wetland map that will be
recorded to accomplish this.
The DWQ proposes that you modify your project so that there will be no permanent closure of the
shellfish waters. If the project is modified and the additional issue addressed, the DWQ will have no
objection to the project.
Please respond within three weeks of the date of this letter by sending a copy of the information to Joarme
Steenhuis and to Ian McMillan, 401 Wetlands Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-226, his phone
number is 919.733.1786. If we do not hear from you within three weeks, we will assume that you no longer want
to pursue this project and we will consider the project as withdrawn. If you have any questions, please feel free to
call me at 910 796.7306.
Sincerely,
Joanne Steenhuis
Senior Environmental Specialist
cc: Ron Cullipher — Stroud Engineering
Ian McMillan -Wetlands Unit/Raleigh
Maria Dunn - Wildlife Resources Commission
Dave Timpy — Corps of Engineers Wilmington
Doug Huggett — DCM Morehead
Brad Connell — DCM Morehead
Andrew Haines _ Shellfish Sanitation Morehead
WiRO

A&ffl,w,
HCDEE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colleen H. Sullins Dee Freeman
Governor Director i •, ;` Secretary
October 26, 2009 'k
Mr. Richard Collette
Core Creek Land Co., Inc. Morehead
303 Island Drive Cil�r
Beaufort, NC 28516
Subject: Request for State Stormwater Management Permit Application
Adams Creek Marina
Stormwater Project No. SW8 091016
Carteret County
Dear Mr, Collette:
On October 15 2009 the Wilmington Regional Office received a CAMA Major Permit application for the subject project. The
North Carolina Administrative Code requires any project that is part of a larger common plan of development, or that proposes
more than 10,000 square feet of new built -upon area, or that must receive Sedimentation and Erosion Control Plan approval, or
that must receive a CAMA Major permit, to apply for and receive a Stormwater Management Permit from the Division of Water
Quality. Any construction on the subject site, prior to the receipt of the required permit will constitute a violation of 15A NCAC
2H.1000 and may result in appropriate enforcement action by this Office.
Either a Stormwater Permit Application package including 2 sets of plans, completed application form, fee, and supporting
documentation, or a written response regarding the status of this project and the expected submittal date must be received in
this Office no later than November 26, 2009. Please include a copy of this letter with your submittal. Failure to respond to
this request may result in the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter must NOT be
considered the Coastal Stormwater Management Permit, which will be signed by the Supervisor of the Surface Water Protection
Section. Please reference the Project Number above on all correspondence. If you have any questions, please call me at
[phone].
Sincerely,
Linda Lewis
Environmental Engineer III
GDS/ad: S:\WQSISTORMWATERISTORMSUB120091091016.oct09
cc: Ronald Cullipher; Stroud Engineering
Carteret County Building Inspections
Division of Coastal Management
Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Plane: 910-796-72151 FAX: [phone] Customer Service: 1$77-623-6748
Internet www.ncwaterqual4.org
One
NorthCarojina
An Equal Opportunity 1 Affirmative Action Employer

,r0:59AM CARTERET CO PLANNING DEPT
No.1996 P. 1
Beverly Eaves Perdue
Governor
October 12, 2009
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Location:
WSW
North Carolina Department of Environment aihd Natural Resources
Division of Coastal Management i
James H. Gregson
Director
Local Permit Officer
Carteret County ,
ocl 15 zoos
UUW `-" _ _
Doug liuggett
Major Permits Processing Coordinator �n
+I'a
CAMA/DREDGE &PILL Permit Application Re
Core Creek Land Company, Inc. OCT 2 7 2009
Dee Freeman
Secretary
The project site is located at 329 Core Creek Road, Beaufort, Cai;119 Q J
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
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 , �h -DATE_ t.O ^ ZG — Z009
j> S5T `ue;,' t P_
400 Commerce Ave„ Morehead aly, NC 285574421 1V 01Ttj1C510 1 a
Phona 252.808-28081 FAk 252.247.3330 Inlemel: www.nccoaslalmonaoemenulel
An Equal ovau'WniyWrmaiyeacdonEmployer �►fLLi{i4 �i,

v
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
December 15, 2009
Core Creek Land Co. Inc.
Mr. Richard Collette
303 Island Dr.
Beaufort, NC 28516
Dear Sir:
Dee Freeman
Secretary
This letter is in response to your application request under the Coastal Area Management Act (CAMA) to construct a 10
slip docking facility, concrete, bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts, deck, gazebo,
boat ramp, and perform maintenance excavation, in Carteret County. Processing of the permit application, which was
received by the Division of Coastal Management's Morehead City office on 10/2/09, is ongoing. However, it has been
determined that additional information will be required prior to the Division taking final action on your application. This
item is summarized below:
1) The N.C. Division of Water Quality, by way of the attached letter, has determined that additional information will
be required in order for that agency to adequately review the proposed project. Due to the fact that a CAMA
permit cannot be issued without a water quality certification first being issued, it is necessary that processing of
your permit application be placed in abeyance until such time as the requested information is provided to the
Division of Water Quality, a water quality certification is issued for the proposed project, and a copy of the
certification is provided to this office. Contact the Division of Water Quality directly at 910-796-7215 and
reference DWQ project 09 0595 if you have questions regarding this issue.
You will be given five working days from date of mailing. If you can provide to this office a copy of a water quality
certification within the required time, DCM staff will continue processing of the application and the processing clock will
not be suspended. If the required information is not provided to this office within the specified timeframe, processing of
the application will be suspended until such time as the requested information is provided. If you have any questions
concerning these matters, please feel free to contact me by telephone at [phone], or by email
[e-mail].
Sincerely,
Daniel M. Govoni
Asst. Major Permits Coordinator
Cc: Stroud Engineering Pa
151 A Hwy 24
Morehead City, NC 28557
DCM-MHC-Brad Connell
400 Commerce Ave., Morehead City, NC 28557 One
Phone: [phone] \ FAX: [phone] Internet: www.nccoastaimanagement.net N�o^rthCa+rrofina
Naturally An Equal Opportunity\ Affirmative Action Employer afura ly

NC®EW
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson - Dee Freeman
Governor Director Secretary
December 15, 2009
Core Creek Land Co. Inc.
Mr. Richard Collette
303 Island Dr.
Beaufort, NC 28516
Dear Sir:
This letter is in response to your application request under the Coastal Area Management Act (CAMA) to construct a 10
slip docking facility, concrete, bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,.deck, gazebo,
boat ramp, and perform maintenance excavation, in Carteret County. Processing of the permit application, which was
received by the Division of Coastal Management's Morehead City office on 10/2/09, is ongoing. However, it has been
determined that additional information will be required prior to the Division taking final action on your application. This
item is summarized below:
1) The N.C. Division of Water Quality, by way of the attached letter, has determined that additional information will
be required in order for that agency to adequately review the proposed project. Due to the fact that a CAMA
permit cannot be issued without a water quality certification first being issued, it is necessary that processing of
your permit application be placed in abeyance until such time as the requested information is provided to the
Division of Water Quality, a water quality certification is issued for the proposed project, and a copy of the
certification is provided to this office. Contact the Division of Water Quality directly at 910-796-7215 and
reference DWQ project 09 0595 if you have questions regarding this issue.
You will be given five working days from date of mailing. If you can provide to this office a copy of a water quality
certification within the required time, DCM staff will continue processing of the application and the processing clock will
not be suspended. If the required information is not provided to this office within the specified timeframe, processing of
the application will be suspended until such time as the requested information is provided. If you have any questions
concerning these matters, please feel free to contact me by telephone at [phone], or by email
[e-mail].
Sincereely,
Daniel M. Govoni
Asst. Major Permits Coordinator
CC: Stroud Engineering Pa
151A Hwy 24
Morehead City, NC 28557
DCM-MHC-Brad Connell
400 Commerce Ave., Morehead City, NC 28557 One
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net NorthCarohna
An Equal Opportunity 1 Affirmative Action Employer t' t ally

North Carolina
Beverly Eaves Perdue
Governor
NCDENR
Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
November 18, 2009
CERTIFIED MAIL: 7008 1140 0002 9563 3124
RETURN RECEIPT REQUESTED.
Core Creek Land Co., Inc.
Attn: Richard Collette
303 Island Drive
Beaufort, NC 28516
Dear Mr. Collette:
Natural Resources
Dee Freeman
Secretary
Carteret County
SUBJECT: Adams Creek Marina, B aufortr
DWQ Project # 09 10874�G"Bu
This Office has reviewed your CAMA application for impacts to wetlands and waters dated October 12,
2009 to construct a 10-slip docking facility, concrete bulkhead, kayak dock, transient fuel dock, boat
ramp, deck, gazebo and perform maintenance dredging. The Division of Water Quality (DWQ) has
determined that your application contain information that will cause a conflict with our rules as
discussed below. The DWQ will require a modification of your project in order to process your
application. Therefore, unless we receive the additional information requested below, we will have to
move towards denial of your application as required by 15A NCAC 211.0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
The Shellfish Sanitation and Recreational Water Quality Section has indicated that the project as
proposed would permanently cause a closure to shellfish waters. The DWQ is concerned that your
proposed project would cause significant adverse impacts by the closing of these waters. The
permanent closing of the shellfish waters would be considered a degradation of waters, which would
result in violations of the following Water Quality Standard.
15A NCAC 02B .0201 ANTIDEGRADATION POLICY
(b) Existing uses, as defined by Rule .0202 of this Section, and the water quality to protect such uses
shall be protected by properly classifying surface waters and having standard sufficient to protect these
uses. In cases where the Commission or its designee determines that an existing use is not included in
the classification of waters, a project which shall affect these waters shall not be permitted unless the
existing uses are protected.
Wilmington Regional Office
127Cardinal Drive Extension Wilmington, NC 28405
Phone: [phone] / FAX: [phone]
Internet: www.ncwaternuality.org
None
rth Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer
50% Recycled/ 10% Post Consumer Paper
Customer5ervice 1-e77-623-6748

Page Two
Core Creek Land Co., Inc.
Attn: Richard Collette
November 18, 2009
(d) The Commission shall consider the present and anticipated usage of High Quality Waters (HQW),
including any uses not specified by the assigned classification (such as outstanding national resource
waters or waters of exceptional water quality) and shall not allow degradation of High Quality Waters
below the water quality necessary to maintain existing and anticipated uses of those waters. High
Quality Waters are a subset of waters with quality higher than the standards and are as described by
15A NCAC n2B .01019e)(5). The procedures described in Rule .0224 of this Section shall be
implemented in order to meet the requirements of this part.
(f) Activities regulated under Section 404 of the Clean Water Act (33 U.S.C. 1344) which require a
water quality certification as described in Section 401 of the Clean Water Act (33 U.S.C. 1341) shall
be evaluated according to the procedures outlined in 15A NCAC 211.0500. Activities which receive a
water quality certification pursuant to these procedures shall not be considered to remove existing
uses. The evaluation of permits issued pursuant to G.S. 143-215.1 that involve the assimilation of
wastewater or stormwater by wetlands shall incorporate the criteria found in 15A NCAC 2H
.0506©(l)-(5) in determining the potential impact of the proposed activity on the existing uses of the
wetland per 15A NCAC 2H .0231.
2. At a minimum, DWQ requires that deed notifications (or restrictive covenants if required by
the US Army Corps of Engineers) be recorded for the remaining jurisdictiona1404/401
waters/wetlands. A sample deed notification can be found on the DWQ 401 Water Quality
Certification web site and the USACE language is found on their website. Please provide a
Draft copy that includes the proposed preservation language and wetland map that will be
recorded to. accomplish this.
The DWQ proposes that you modify your project so that there will be no permanent closure of the
shellfish waters. If the project is modified and the additional issue addressed, the DWQ will have no
objection to the project.
Please respond within three weeks of the date of this letter by sending a copy of the information to Joanne
Steenhuis and to Ian McMillan, 401 Wetlands Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-226, his phone
number is 919.733.1786. If we do not hear from you within three weeks, we will assume that you no longer want
to pursue this project and we will consider the project as withdrawn. If you have any questions, please feel free to
call me at 910 796.7306.
Sincerely,
i
Joanne Steenhuis
Senior Environmental Specialist
cc: Ron Cullipher — Stroud Engineering
Ian McMillan -Wetlands Unit/Raleigh
Maria Dunn - Wildlife Resources Commission
Dave Timpy — Corps of Engineers Wilmington
Doug Huggett — DCM Morehead
Brad Connell — DCM Morehead
Andrew Haines _ Shellfish Sanitation Morehead
WiRO

FOFAA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
MEMORANDUM
DATE: October 14, 2009
TO: Doug Huggett
THRU: Tere Barrett q
FROM: Brad Connell yk
SUBJECT: Comments and Recommendations - CAMA Major Permit — Core Creek
Land Company Inc, Carteret County
The following is my assessment and consequent recommendations of the above
referenced proposal: This proposed 10-slip docking facility extends 55' waterward into
300' wide body of water. This docking facility is landward of the Federal AIWW Channel
Setback and will not pose a hazard to navigation. This docking facility meets the
specific use standards set forth in 15A NCAC 07H .0208(b)(6). The proposed bulkhead
is consistent with the specific use standards set forth in 15A NCAC 07H .0208(b)(7).
The proposed excavation appears to be consistent with the specific use standards set
forth in 15A NCAC 07H .0208(b)(1). The proposed filling of the estuarine ditch meets
the specific use standards under 15A NCAC 07H .0208(b)(11).
However, this project does not appear to minimize impacts as set forth in the general
use standards of 15A NCAC 07H .0208(a). The applicant already has an existing
impervious surface approach to the boat launch area. The applicant has not justified
the need for impacts to the Coastal Wetlands and Estuarine Waters with the culvert
driveway crossing, and this type of development has already been evaluated by the
NCDMF and the NCDWQ under NOV #08-40C, issued on October 15, 2008. The
applicant was required to restore the unauthorized development. Consequently, the
Morehead City District staff would recommend denial of the proposed driveway and
associated installation of culverts in the Coastal Wetlands and Estuarine Waters.
The applicant has also not justified the need for such an extensive side -to transient fuel
docking facility. The fueling and sewage pump -out services could be accommodated on
the same dock. The kayak launching dock in the boat basin also seems excessive.
Due to the swift tides of Core Creek and large wakes of the vessels that frequent this
portion of the ICW, kayaking or canoeing would be a treacherous endeavor. This
extraneous side -to dockage would elevate this proposal to be considered a marina,
possibly closing open shellfish waters and not meeting the specific use standards set
forth in 15A NCAC 07H .0208(b)(5)(E). The Morehead City District staff would
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer— 50% Recycled \ 10°% Post Consumer Paper

` Core Creek Land Company, Inc.
October 12, 2009
Page 2 of 6
recommend that the length of the dockage be reduced, as set forth in the conditions
below.
The guide pilings leading to the boat ramp usurp public trust area unnecessarily. The
two docks on either side of the boat ramp are sufficient to support the safe staging of
vessels utilizing the boat launching facility. Accordingly, the Morehead City District staff
would recommend the denial of the five independent guide pilings associated with the
boat ramp. Assuming that state and federal agencies agree, the Morehead City District
staff recommends the project be authorized as proposed, contingent upon the following
modifications and conditions:
1) The floating fuel dock is not to exceed 110' long, and must be separated a
distance of no less than 100' from the closest adjacent dock;
2) The construction and/or operation of the authorized facilities shall not directly
result in any closure of any waters that are open to the taking of shellfish. Any
such closure directly attributable to this facility will require that the permittee
undertake remedial actions to remedy the situation. Such actions may include,
but are not limited to, a removal of any unauthorized slips or mitigative measures
to eliminate the cause(s) of the closure;
3) The portable pump -out is to be sited at the floating fuel dock;
4) "Floating Dock D" is not to exceed 46' waterward;
5) Prior to the occupancy of any slips authorized under this permit, a marine pump -
out sewage disposal facility will be installed and operable, and maintained for the
life of the docking facility;
6) The docking facility will display a sign showing the location of the on -site pump -
out facility, including other appropriate waste disposal information, at the
entrance and exit from the main piers;
7) No sewage, whether treated or untreated, shall be discharged at any time from
any boats using the docking facility. Any sewage discharge at the docking facility
shall be considered a violation of this permit for which the permittee is
responsible. This prohibition shall be applied and enforced throughout the entire
existence of the permitted structure;
8) This permit authorizes only the docks, piers, and other structures and uses
located in or over the water that are expressly and specifically set forth in the
permit application. No other structure, whether floating or stationary, may
become a permanent part of this docking facility without permit modification. No
non -water dependent uses of structures may be conducted on, in or over public
trust waters without permit modification;

Core Creek Land Company, Inc.
October 12, 2009
Page 3 of 6
9) Any portion of the permitted access pier and docking facilities built over coastal
wetlands must not exceed six feet in width and must be elevated a minimum of
three feet over the wetland substrate as measured from the bottom of the
decking;
10)The authorized gazebo shall not be enclosed. Any material used on the sides
shall not obstruct view and must be permeable to air and water. Screen or wire
on the sides along with benches and knee walls are permitted. Lattice is
specifically excluded from being used under this authorization;
11)The roof of the gazebo shall not be designed for second story use;
12)The permittee will maintain the authorized work in good condition and in
conformance with the terms and conditions of this permit. The permittee is not
relieved of this requirement if he abandons the permitted activity without having it
transferred to a third party;
13)This permit does not authorize the interference with any existing or proposed
Federal project, and the permittee will not be entitled to compensation for
damage to the authorized structure or work, or injury which may be caused from
existing or future operations undertaken by the United States in the public
interest;
14)The permittee must install and maintain at his expense any signal lights or
signals prescribed by the U.S. Coast Guard, through regulation or otherwise, on
the authorized facilities. At a minimum, permanent reflectors should be attached
to the structure in order to make it more visible during hours of darkness or
inclement weather;
15)This permit authorizes a maximum of ten boat slips. At no time shall more than
ten vessels be moored or docked at the facility. The restriction of the number of
vessels shall apply to all marine vessel types, including but not limited to
motorboats, sailing vessels and personal watercraft;
16)In no case shall the depth of excavation exceed the depth of connecting waters;
17)No excavated or fill material will be placed at any time in any vegetated wetlands
or marsh or surrounding waters outside of the alignment of the fill area indicated
on the work plan drawing(s);
18)AII excavated materials will be confined above mean high water and landward of
regularly or irregularly flooded marsh behind adequate dikes or other retaining
structures to prevent spillover of solids into any marsh or surrounding waters;
19)No spoil material is to be placed within 30 feet of the normal high water line,
except that which will be used to backfill the area behind the permitted bulkhead;

Core Creek Land Company, Inc.
October 12, 2009
Page 4 of 6
20)The bulkhead will not extend waterward more than 2 feet from the mean high
water level at any point along its alignment at the time of construction;
21)The bulkhead must be constructed prior to any backfilling activities;
22)The bulkhead must be structurally tight so as to prevent seepage of backfill
materials through the structure;
23)The fill material will be clean and free of any pollutants except in trace quantities.
Metal products, organic materials, or unsightly debris will not be used;
24)No backfill material is to be placed within 30 feet of the normal high water line,
except that which will be used to backfill the area behind the permitted bulkhead;
25)AII fill material to be placed below mean high water level will be confined behind
the permitted bulkhead;
26)ln order to protect water quality, runoff from the construction must not visibly
increase the amount of suspended sediments in adjacent waters;
27)The Division of Water Quality is currently reviewing the permit application to
determine if the project is in compliance with North Carolina's Water Quality
Certification program. The permittee must receive a Water Quality Certification
from DWQ prior to the initiation of any construction activities;
28)The permitted activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside of the area of construction or construction -
related discharge. Increases such that the turbidity in the waterbody is 25 NTU's
or less in all saltwater classes are not considered significant;
29)Appropriate sedimentation and erosion control devices, measures or structures
must be implemented to ensure that eroded materials do not enter adjacent
wetlands, watercourses and property (e.g. silt fence, diversion swales or berms,
sand fence, etc.);
30)A ground cover sufficient to restrain erosion shall be provided within the shorter
of 15 working or 30 calendar days of completion of any phase of grading on cut
or filled slopes;
31)An "as -built" survey depicting the structures' proximity to the Federal AIWW
Channel Setback and adjacent docks must be submitted to the Division within 60
days of completion of the project;
32)No attempt will be made by the permittee to prevent the free and full use by the
public of all navigable waters at or adjacent to the authorized work. Use of the

Core Creek Land Company, Inc.
October 12, 2009
Page 5 of 6
permitted activity must not interfere with the public's right to free navigation'on all
navigable waters of the United States;
33)Approval of the structure was based on a determination that there would be no
obstruction to navigation. Under conditions existing within the AIM, a
possibility exists that the structure may be damaged by wave wash from passing
vessels. Unreasonable slowing down of vessel traffic can not be required
because such an action would tend to nullify the navigational benefits on which
the AIWW was justified. Issuance of this permit should not be construed as
relieving the permittee of taking proper steps to ensure the structure and moored
boats will not be damaged by wave wash normally to be expected in the AIWW.
The permittee shall not hold the United States liable for any such damage;
34)The permittee understands and agrees that, if future operations by the United
States requires the removal, relocation, or other alteration of the structure or
work authorized by this permit, or if in the opinion of the Secretary of the Army or
his authorized representative, said structure or work shall cause unreasonable
obstruction to free navigation of the navigable waters, the permittee will be
required, upon due notice from the Corps of Engineers, to remove relocate or
alter the structural work or obstructions caused thereby, without expense to the
United States or the state of North Carolina. No claim shall be made against the
United States or the state of North Carolina on account of any such removal or
alteration.
NOTE: Any proposal to add one or more additional boat slips to the authorized
10-slip facility will require that the docking facility be classified as a
marina, and will therefore require a review under the N.C. Environmental
Policy Act (NCEPA).
NOTE: Permanent reflectors should be attached to the structure in order to make
it more visible during hours of darkness or inclement weather.
NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at
[phone] to discuss operations and appropriate lighting, markers,
etc. for all dredge equipment.
NOTE: Due to the proximity of the AIWW, boats utilizing the docking facility will be
subject to frequent wave wash from passing vessels. The issuance of this
permit does not relieve the permittee from taking all proper steps to
ensure the integrity of the structure and the safety of moored boats. The
permittee shall not hold the State of North Carolina or the United States
liable for any damage to the structure or moored boats.
NOTE: This permit does not eliminate the need to obtain any additional state,
federal or local permits, approvals or authorizations that may be required.

Core Creek Land Company, Inc.
October 12, 2009
Page 6 of 6
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 high water level.
NOTE: The permittee and his contractor are urged to meet with a representative
of the Division prior to project initiation.
NOTE: This permit does not convey any rights, either in real estate or material.
CC: Tere Barrett, DCM
Ted Tyndall, DCM

RUM �� 100
North Carolina Department of Environment and Naturai " s
Division of Coastal Manage—,,,d�elea l;itjl l�lM
Beverly Eaves Perdue James H. Gregson _Dee Freeman
Governor Director f --- Secretary
October 12, 2009 Fi -
OCT 15 Z009
MEMORANDUM: c
TO: Ken Pace --
NC DOT, State Construction/Materials Brandie ��„� - y „a pAp, , p■,,,�s
FROM: Doug Huggett m l , ii LL N1i
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Core Creek Land Company, Inc.
I - '
N,E r BERN
r"t-, S
Location: The project site is located at 329 Core Creek Road, 'z:aufort, Carteret Co ty '
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
requested
REPLY: V 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 Li`� DATE
400 Commerce Ave., Morehead City, NC 28557-3421 One
Phone. [phone] FAX: [phone] Internet: www.nccoastalmanacement.net NorthCarohna
An Equal opportunity l Affinnalive Add Emoayer !� L Naturally
Reed

�leir�>
NCDENR OCT 14 zoos
North Carolina Department of environment and Natural Resource ISTORICPRf g�ygrOT
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee=reeman
Governor Director Secretary
October 12, 2009� _ 531
MEMORANDUM: 1 '0/Ifl0�
Nov 12 zoos
TO: Renee Gledhill -Early
NC Department of Cultural Resources Morehead City DC
FROM: Doug Huggett g,
N�-
Major Permits Processing Coordinator �r
lr
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant:
Location:
Core Creek Land Company, Inc.
L"_- 101a810a
The project site is located at 329 Core Creek Road, Beaufort, Carteret County.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
requested
REPLY: This agency has no objection to the project as proposed.
KThis 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 K.tJK'W64 DATE
400 Commerce Ave., Morehead City, NC 28557­3421 One
Phone. [phone]\FAX:[phone]Internet: www.nocoastalmanaaement.net Nort/rhCay�r/rohna
An Equal opportunity \ Alfirmafive Action Employer �{y��` {-j{{�

M
North Carolina
Beverly Eaves Perdue
Governor
October 12, 2009 L
C.09.1o.21•JT
MEMORANDUM:
NCDENR
Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director
R9u
!!G 2009 .•rr
Morehead City DGM
TO: Maria Dunn
NC Wildlife Resources Commission
FROM: Doug Huggett
Major Permits Processing Coordinator
Oct X09
RECr6? A-
tce¢bi
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Core Creek Land Company, Inc.
Dee Freeman
Secretary
Location: The project site is located at 329 Core Creek Road, Beaufort, Carteret County.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
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 I I' IZ -7G279
400 Commerce Ave., Morehead City, NC 28557--3421 One
Phone. [phone] FAX: [phone] Internet: www.nocoastalmanacement.net NO Carolliin�a
An Equal Opportunity 1 Alfirmahve Adion Employer al,//urall/

® North Carolina Wildlife Resources Commission
Gordon S. Myers, Executive Director
MEMORANDUM
TO: Doug Huggett, Major Permits Processing Coordinator
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
FROM: Maria T. Dunn, Northeast Coastal Region Coordinator A)/ rZr � r%
Habitat Conservation Program ``
DATE: November 12, 2009
SUBJECT: CAMA Dredge/Fill Permit Application for Core Creek Land Company, Carteret
County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) reviewed the
permit application with regard to impacts on fish and wildlife resources. The project site is located at 329
Core Creek Road near Beaufort, NC. Our comments are provided in accordance with provisions of the
Coastal Area Management Act (G.S. 113A-100 through 113A-128), as amended, Sections 401 and 404 of
the Clean Water Act, as amended, and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended;
16 U.S.C. 661 et seq.).
The applicant proposes to construct a 10-slip docking facility, install a concrete bulkhead
waterward an existing bulkhead, construct a kayak dock, transient fuel dock, parking lot, driveway,
culverts, deck, gazebo, and boat ramp as well as conduct new and maintenance excavation in an existing
basin. The area will be a commercial facility immediately adjacent the Federal ICW and will have
structures V from the Channel Setback. Approximately 49,492 ft2 of shallow bottom, 536 ft of coastal
wetlands, and 7,502 ft2 of uplands will be excavated. Core Creek at this location is classified SA HQW
and is conditionally approved open for shellfish harvesting.
The NCWRC has reviewed the permit application and supports concerns and recommendations
presented by the NC Division of Marine Fisheries and Shellfish Sanitation to protect marine and shellfish
resources. In addition, we support the recommendations from the NC Division of Water Quality with
regard to treating stormwater runoff prior to intercepting SA HQW waters. If the project is permitted, we
request structures located adjacent the Federal ICW Channel Setback be well marked with reflectors or
reflective tape to minimize navigation safety concerns.
We appreciate the opportunity to review and comment on this permit application. If you need
further assistance or additional information, please contact me at [phone].
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

a - - A

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson ° is -,nee Freeman
Governor Director tr; j ,: (r ay" ' 1 #Secretary
4t. � i iJt
OCT 3 0 2009
October 12, 2009
Mofehead City DCM
MEMORANDUM:
TO: Lee Padrick
Division of Community Assistance
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Core Creek Land Company, Inc.
Location: The project site is located at 329 Core Creek Road, Beaufort, Carteret County.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
requested
REPLY: This agency has no objection to the project as proposed.
ency 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.
SIGN meTs� m'eAre hare` fHeed itg, 2855i 34�1 DATE
Phone [phone] FAX: [phone] Intemet: www.nccoastalmanaaement.net 0 arrolliina
An Equal Opportunity \Affirmative Action Employer Naturally

NCDENR
:North Carolina Department of Environment and Natural Resources
Division: of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
October 12, 2009
Dee Freeman
Secretary
OCT 1 5 2009
MEMORANDUM:
TO: Dan Sams �C� 1 9 2009 ram/
Division of Land Resources
FROM: Doug Huggett Morehead City DGM
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Core Creek Land Company, Inc.
Location: The project site is located at 329 Core Creek Road, Beaufort, Carteret County.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
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 ( 'ey i7Z • DATE _4D 1S/O�
400 Commerce Ave., Morehead City, NC 2 7-3421 ne
Phone [phone]FAX: [phone]Internet: vnvw.noccastalmanaaement.net No thCarolliina
An Equal Opportunity 1 Affirmafive Actlon Employer Nahma!!u

�A
WDENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
October 12, 2009
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Location:
Division of Coastal Management
James H. Gregson
Director
June Michaux
State Property Office
Doug Huggett
Major Permits Processing Coordinator
OCT 2 1 2009
Morehead City DGM
Natural Resources
Dee Freeman
Secretary
0
cc L�r'
r-
\�.� gtPj OF 6E e
CAMA/DREDGE & FILL Permit Application Review
Core Creek Land Company, Inc.
The project site is located at 329 Core Creek Road, Beaufort, Carteret County.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
requested
REPLY: This agency has no objection to the project as proposed.
✓ This agency has no comment on the proposed project. MIN C e_ ct
SuIo 1g�d �5e-w�vNA— ,\�a:� \S
This agency proves of the project only if th recommended changes are
o orated. See a ched.
Thisency objects to project for r asons described in the attached comments{\)
400 Commerce Ave., Mo\se�kit C 7--3421 One
Phone: [phone] FAX: [phone] Intemet: www.ncc mana ement.net NorthCaloli//n�a
An Equal Opportunity 1 Affirmative Action Employer Nal,r1ural y

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson or'PI
Governor Director
October 12, 2009
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Location:
Debra Benoy
Public Water Supply
c'&6
Dee Freeman
o'e . Secretary
��y
Doug Huggett J'j
Major Permits Processing Coordinator t
CAMA/DREDGE & FILL Permit Applicatio evieQ+�T 2 1 2009
Core Creek Land Company, Inc. Morehead City DGM
The project site is located at 329 Core Creek Road, Beaufort, Carteret County.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
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. Th q S p o-c jet} may carsfi +V k a �L L C
►aMsien�noncammun, �.Cl}vlSy�lc.,. wke^ co'—p)c�c.
This agency objects to the project for reasons described in the atta4hed comments.
SIGNED
ST4ax W ar '-" rZ6
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] FAX:[phone] Internet: www.nccoastalmanaaement.net
An Equal opportunity 1 ANirmahve Action Employer
DATE t 0/ 1 b/ p 1
onit NhCarolina
Naturally

fHk
Beverly Eaves Perdue
Governor
October 12, 2009
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Location:
AS
NCDENR nh
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director
r.��—
,
OCT T2 1 7009
Anne Deaton Morehead City IDOM
Division of Marine Fisheries
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Core Creek Land Company, Inc.
OCT 14 1009
Duman
oEMWE�
OCT 1 9 2009
OMF- HABITAT PROTECTION
The project site is located at 329 Core Creek Road, Beaufort, Carteret County.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
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.
Phone. [phone] FAX:
An Equal opportunity 1 Affirmative Action Employer

NCDEE R
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
October 12, 2009
7
p__�_;
MEMORANDUM:
OL t 13 20M
TO: Patti Fowler Shellfish Sam;a; Shellfish Sanitation Water
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application ' 09 IV,
D
Applicant: Core Creek Land Company, Inc. OCT 1 5 2009
Location: The project site is located at 329 Core Creek Road, Beaufort, C">p mty.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agencys position or viewpoint on the proposed project and return this form by
11/02/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
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 6^,Cti P P4 DATE
400 Commerce Ave., Morehead City, NC 28557-3421
Phone: [phone] \ FAX: [phone] Internet: www.nccoastaimanacement.net
An Equal Oppor nity\ Affirmative Action Employer
1d/ 0109
No thCarohna
Naturidy

i
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Environmental Health
�everly Eaves Perdue Terry L. Pierce
Governor Director
MEMORANDUM October 14, 2009
TO: Doug Huggett
Major Permits Processing Coordinator
FROM: Andrew Haines
Shellfish Sanitation and Recreational Water Quality Section
SUBJECT: Core Creek Land Company
Carteret County
Dee Freeman
Secretary
First, it should be noted that the waters surrounding this facility are currently classified as
Conditionally Approved Closed, which means that the waters are normally closed to shellfishing, but
under certain conditions, can be opened temporarily for harvest.
As currently proposed, this docking facility would be considered a marina, and thus would necessitate
a reclassification from Conditionally Approved Closed to Prohibited extending 100 feet in all directions
from the last slips. The proposed facility would fall under the definition of a marina for the following
reasons:
There will be adequate space and depth on the south side of "Floating Dock D" to dock a boat.
A solid handrail or fence could be installed along the entire length of the south side of "Floating
Dock D" in order to prevent any dockage of boats, and thus the presence of an 11th slip.
Staging docks and fuel docks whose use would not interfere with the launching of boats at the
ramp are considered within the total slip count. Thus, floating docks C1, B1, and A would fall
into this category. The removal of floating docks C1 and 81 from the plan would create an
adequate separation of at least 100 feet between the proposed 10-slip facility and floating dock
A. The reduction in size of floating dock A to 250 feet in length would reduce the total slip
count on floating dock A to 10 (at a length of 25 feet per slip), and thus eliminate the need for a
Prohibited buffer surrounding the dock.
Shellfish Sanitation and Recreational Water Quality Section — Patti Fowler, Acting Chief
P.O. Box 769, Morehead City, North Carolina 28557-0769
Phone: [phone] FAX: [phone] \ Internet: www.deh.enr.state.nc.uslshellfishfindex.htm
No hCarolina
atura!!r�
An Equal opportunity 1 Affirmative Action Employer

QGc eb
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
REPLY TO
ATTENTION OF:
December 24, 2009
Regulatory Division
Action ID No. SAW-2008-02569
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
ROP,P t .� DEC
2 9 2009 '
Morehead CityjrlV!
Reference the application of Core Creek Land Company to construct a 10 slip docking
facility, concrete bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts, deck,
gazebo, boat ramp, and maintenance excavation at Adams Creek Marina, 329 Core Creek Road,
Beaufort, North Carolina.
The Federal agencies have completed review of the proposal as presented by the application
and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers (USACE) prior to implementation.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.

2
3. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land -clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
4. The bulkhead will not be positioned farther waterward than 1.0 feet from the normal
water level elevation contour at any point along its alignment.
5. The docks and piers extending over wetlands will be elevated sufficiently (a
minimum of 3 feet) above the wetland substrate to prevent total shading of vegetation, substrate,
or other elements of the aquatic environment.
6. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land -clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
7. Unless otherwise authorized by this permit, all fill material placed in waters or
wetlands shall be generated from an upland source and will be clean and free of any pollutants
except in trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
8. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
9. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. No attempt will be made by
the permittee to prevent the full and free use by the public of all navigable waters at or adjacent
to the authorized work for reason other than safety.
10. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at [phone].
11. All excavated materials will be confined landward of the mean high water level
elevation contour and any vegetated wetlands.

i� .. '-� ...._...._ .. ,.
f
1

12. All excavated materials will be confined landward of the mean high water level
elevation contour within adequate dikes or other retaining structures to prevent spillover of
dredged materials into any vegetated wetlands or surrounding waters.
13. Excavation will not exceed -8.0 feet below the elevation of mean low water.
14. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
15. The permittee shall advise the Corps in writing at least two weeks prior to beginning
the work authorized by this permit and again upon completion of the work authorized by this
Permit.
16. Approval of the structure was based on determinations that there would be no
obstruction to navigation. Under conditions existing in the Atlantic Intracoastal Waterway
(AIW W), a possibility exists that the structure may be damaged by wave wash from passing
vessels. Unreasonable slowing down of vessel traffic cannot be required because it would tend to
nullify the navigational benefits on which the AIW W was justified. Issuance of this permit
should not be construed, as relieving the permittee of taking proper steps to insure the structure
and moored boats will not be damaged by wave wash normally to be expected in the AIW W.
17. The permittee shall require its contractors and/or agents to comply with the terms and
conditions 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 with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
18. The permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
19. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction -related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.

4
20. The permittee, upon receipt of a notice of revocation of this permit or upon its
expiration before completion of the work will, without expense to the United States and in such
time and manner as the Secretary of the Army or his authorized representative may direct, restore
the water or wetland to its pre -project condition.
21. Violations of these conditions or violations of Section 404 of the Clean Water Actor
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
Questions or comments may be addressed to Mr. Dave Timpy, Wilmington Field Office,
Regulatory Division, telephone [phone].
Since e ,
�VV
" David L. Timpy, Project Manager
Wilmington Regulatory Field Office

5
Copies Furnished:
Ms. Cyndi Karoly
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Commanding Officer
U.S. Coast Guard Marine Safety Office
721 Medical Center Drive, Suite 100
Wilmington, North Carolina 28401-4895
Ms. Tere Barrett, District Manager
Morehead City Regional Office
North Carolina Division of Coastal
Management
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
t

A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
MEMORANDUM
DATE: (revised) October 27, 2009
TO: Doug Huggett
THRU: Tere Barrett
FROM: Brad Connell C�
SUBJECT: Comments and Recommendations - CAMA Major Permit — Core Creek
Land Company Inc, Carteret County
The following is my assessment and consequent recommendations of the above
referenced proposal: This proposed 10-slip docking facility extends 55' waterward into
300' wide body of water. This docking facility is landward of the Federal AIWW Channel
Setback and will not pose a hazard to navigation. This docking facility meets the
specific use standards set forth in 15A NCAC 07H .0208(b)(6). The proposed bulkhead
is consistent with the specific use standards set forth in 15A NCAC 07H .0208(b)(7).
The proposed excavation appears to be consistent with the specific use standards set
forth in 15A NCAC 07H .0208(b)(1). The proposed filling of the estuarine ditch meets
the specific use standards under 15A NCAC 07H .0208(b)(11).
However, this project does not appear to minimize impacts as set forth in the general
use standards of 15A NCAC 07H .0208(a). The applicant already has an existing
impervious surface approach to the boat launch area. The applicant has not justified
the need for impacts to the Coastal Wetlands and Estuarine Waters with the culvert
driveway crossing, and this type of development has already been evaluated by the
NCDMF and the NCDWQ under NOV #08-40C, issued on October 15, 2008. The
applicant was required to restore the unauthorized development. Consequently, the
Morehead City District staff would recommend denial of the proposed driveway and
associated installation of culverts in the Coastal Wetlands and Estuarine Waters.
The applicant has also not justified the need for such an extensive side -to transient fuel
docking facility, and subsequent associated dredging. The fueling and sewage pump -
out services could be accommodated on the same dock. The kayak launching dock in
the boat basin also seems excessive. Due to the swift tides of Core Creek and large
wakes of the vessels that frequent this portion of the ICW, kayaking or canoeing would
be a treacherous endeavor. This extraneous side -to dockage would elevate this
proposal to be considered a marina, possibly closing open shellfish waters and not
meeting the specific use standards set forth in 15A NCAC 07H .0208(b)(5)(E). The
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.necoastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

Core Creek Land Company, Inc.
October 27, 2009
Page 2 of 6
Morehead City District staff would recommend that the length of the dockage and
dredging footprint be reduced, as set forth in the conditions below.
The guide pilings leading to the boat ramp usurp public trust area unnecessarily. The
two docks on either side of the boat ramp are sufficient to support the safe staging of
vessels utilizing the boat launching facility. Accordingly, the Morehead City District staff
would recommend the denial of the five independent guide pilings associated with the
boat ramp. Assuming that state and federal agencies agree, the Morehead City District
staff recommends the project be authorized as proposed, contingent upon the following
modifications and conditions:
1) The floating fuel dock is not to exceed 110' long, and must be separated a
distance of no less than 100' from the closest adjacent dock;
2) The construction and/or operation of the authorized facilities shall not directly
result in any closure of any waters that are open to the taking of shellfish. Any
such closure directly attributable to this facility will require that the permittee
undertake remedial actions to remedy the situation. Such actions may include,
but are not limited to, a removal of any unauthorized slips or mitigative measures
to eliminate the cause(s) of the closure;
3) The portable pump -out is to be sited at the floating fuel dock;
4) "Floating Dock D" is not to exceed 46' waterward;
5) Prior to the occupancy of any slips authorized under this permit, a marine pump -
out sewage disposal facility will be installed and operable, and maintained for the
life of the docking facility;
6) The docking facility will display a sign showing the location of the on -site pump -
out facility, including other appropriate waste disposal information, at the
entrance and exit from the main piers;
7) No sewage, whether treated or untreated, shall be discharged at any time from
any boats using the docking facility. Any sewage discharge at the docking facility
shall be considered a violation of this permit for which the permittee is
responsible. This prohibition shall be applied and enforced throughout the entire
existence of the permitted structure;
8) This permit authorizes only the docks, piers, and other structures and uses
located in or over the water that are expressly and specifically set forth in the
permit application. No other structure, whether floating or stationary, may
become a permanent part of this docking facility without permit modification. No
non -water dependent uses of structures may be conducted on, in or over public
trust waters without permit modification;

i
Core Creek Land Company, Inc.
October 27, 2009
Page 3 of 6
9) Any portion of the permitted access pier and docking facilities built over coastal
wetlands must not exceed six feet in width and must be elevated a minimum of
three feet over the wetland substrate as measured from the bottom of the
decking;
10)The authorized gazebo shall not be enclosed. Any material used on the sides
shall not obstruct view and must be permeable to air and water. Screen or wire
on the sides along with benches and knee walls are permitted. Lattice is
specifically excluded from being used under this authorization;
11)The roof of the gazebo shall not be designed for second story use;
12)The permittee will maintain the authorized work in good condition and in
conformance with the terms and conditions of this permit. The permittee is not
relieved of this requirement if he abandons the permitted activity without having it
transferred to a third party;
13)This permit does not authorize the interference with any existing or proposed
Federal project, and the permittee will not be entitled to compensation for
damage to the authorized structure or work, or injury which may be caused from
existing or future operations undertaken by the United States in the public
interest;
14)The permittee must install and maintain at his expense any signal lights or
signals prescribed by the U.S. Coast Guard, through regulation or otherwise, on
the authorized facilities. At a minimum, permanent reflectors should be attached
to the structure in order to make it more visible during hours of darkness or
inclement weather;
15)This permit authorizes a maximum of ten boat slips. At no time shall more than
ten vessels be moored or docked at the facility. The restriction of the number of
vessels shall apply to all marine vessel types, including but not limited to
motorboats, sailing vessels and personal watercraft;
16)ln no case shall the depth of excavation exceed the depth of connecting waters;
17)No excavated or fill material will be placed at any time in any vegetated wetlands
or marsh or surrounding waters outside of the alignment of the fill area indicated
on the work plan drawing(s);
18)AII excavated materials will be confined above mean high water and landward of
regularly or irregularly flooded marsh behind adequate dikes or other retaining
structures to prevent spillover of solids into any marsh or surrounding waters;
19)No spoil material is to be placed within 30 feet of the normal high water line,
except that which will be used to backfill the area behind the permitted bulkhead;

Core Creek Land Company, Inc.
October 27, 2009
Page 4 of 6
20)The bulkhead will not extend waterward more than 2 feet from the mean high
water level at any point along its alignment at the time of construction;
21)The bulkhead must be constructed prior to any backfilling activities;
22)The bulkhead must be structurally tight so as to prevent seepage of backfill
materials through the structure;
23)The fill material will be clean and free of any pollutants except in trace quantities.
Metal products, organic materials, or unsightly debris will not be used;
24)No backfill material is to be placed within 30 feet of the normal high water line,
except that which will be used to backfill the area behind the permitted bulkhead;
25)AII fill material to be placed below mean high water level will be confined behind
the permitted bulkhead;
26)ln order to protect water quality, runoff from the construction must not visibly
increase the amount of suspended sediments in adjacent waters;
27)The Division of Water Quality is currently reviewing the permit application to
determine if the project is in compliance with North Carolina's Water Quality
Certification program. The permittee must receive a Water Quality Certification
from DWQ prior to the initiation of any construction activities;
28)The permitted activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside of the area of construction or construction -
related discharge. Increases such that the turbidity in the waterbody is 25 NTU's
or less in all saltwater classes are not considered significant;
29)Appropriate sedimentation and erosion control devices, measures or structures
must be implemented to ensure that eroded materials do not enter adjacent
wetlands, watercourses and property (e.g. silt fence, diversion swales or berms,
sand fence, etc.);
30)A ground cover sufficient to restrain erosion shall be provided within the shorter
of 15 working or 30 calendar days of completion of any phase of grading on cut
or filled slopes;
31)An "as -built" survey depicting the structures' proximity to the Federal AIWW
Channel Setback and adjacent docks must be submitted to the Division within 60
days of completion of the project;
32)No attempt will be made by the permittee to prevent the free and full use by the
public of all navigable waters at or adjacent to the authorized work. Use of the

Core Creek Land Company, Inc.
October 27, 2009
Page 5 of 6
permitted activity must not interfere with the public's right to free navigation on all
navigable waters of the United States;
33)Approval of the structure was based on a determination that there would be no
obstruction to navigation. Under conditions existing within the AIWW, a
possibility exists that the structure may be damaged by wave wash from passing
vessels. Unreasonable slowing down of vessel traffic can not be required
because such an action would tend to nullify the navigational benefits on which
the AIWW was justified. Issuance of this permit should not be construed as
relieving the permittee of taking proper steps to ensure the structure and moored
boats will not be damaged by wave wash normally to be expected in the AIWW.
The permittee shall not hold the United States liable for any such damage;
34)The permittee understands and agrees that, if future operations by the United
States requires the removal, relocation, or other alteration of the structure or
work authorized by this permit, or if in the opinion of the Secretary of the Army or
his authorized representative, said structure or work shall cause unreasonable
obstruction to free navigation of the navigable waters, the permittee will be
required, upon due notice from the Corps of Engineers, to remove relocate or
alter the structural work or obstructions caused thereby, without expense to the
United States or the state of North Carolina. No claim shall be made against the
United States or the state of North Carolina on account of any such removal or
alteration. .
NOTE: Any proposal to add one or more additional boat slips to the authorized
10-slip facility will require that the docking facility be classified as a
marina, and will therefore require a review under the N.C. Environmental
Policy Act (NCEPA).
NOTE: Permanent reflectors should be attached to the structure in order to make
it more visible during hours of darkness or inclement weather.
NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at
[phone] to discuss operations and appropriate lighting, markers,
etc. for all dredge equipment.
NOTE: Due to the proximity of the AIWW, boats utilizing the docking facility will be
subject to frequent wave wash from passing vessels. The issuance of this
permit does not relieve the permittee from taking all proper steps to
ensure the integrity of the structure and the safety of moored boats. The
permittee. shall not hold the State of North Carolina or the United States
liable for any damage to the structure or moored boats.
NOTE: This permit does not eliminate the need to obtain any additional state,
federal or local permits, approvals or authorizations that may be required.

Core Creek Land Company, Inc.
October 27, 2009
Page 6 of 6
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 high water level.
NOTE: The permittee and his contractor are urged to meet with a representative
of the Division prior to project initiation.
NOTE: This permit does not convey any rights, either in real estate or material.
CC: Tere Barrett, DCM
Ted Tyndall, DCM

A7
RECEIVED
NCDETlR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
APR 2 6 2010
Mafehead City DCM
Dee Freeman
Secretary
April 19, 2010
THIS Is s ■O�WQ Project # 09 1087
arteret County
Core Creek Land Company, Inc. N
Attn: Richard Collette 303A CAMA PERMIT
303 Island Drive
Beaufort, NC 28516
Subject Property: Adams Creek Marina, Beaufort
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Collette:
You have our approval, in accordance with the attached conditions and those listed below, to construct a
10-slip docking facility, concrete bulkhead, kayak dock, transient fuel dock, parking lot, driveway,
culverts, deck, gazebo, boat ramp and perform maintenance dredging in the existing boat basin, as
described within your CAMA application dated October 12, 2009 and received by the Division of Water
Quality (DWQ) Wilmington Regional Office (WiRO) on October 15, 2009 and additional information
received on March 4, 2010, March 5, 2010 and April 19, 2010. After reviewing your application, we
have decided that the impacts are covered by General Water Quality Certification Number 3642 (GC
3642). This Certification can also be found on line at: http://h2o.enr.state.nc.us/ncwetlands/certs.html.
The Certifications allows you to use the 404 permit when issued by the US Army Corps of Engineers
and the CAMA Major Permit when issued by the Division of Coastal Management. hi 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
or CAMA Permit.
This approval is for the purpose and design that you described in your application and associated
revisions. 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 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed on the following pages.
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington, NC 28405
Phone: [phone] / FAX: [phone]
Internet: www.ncwaferauality ora
NorthCarolina
NaAma!!r,
i
An Equal Opportunity/Affirmative Action Employer Customer Service 1-877-623-1
50% Recycled/10% Post Consumer Paper

Page Two
Core Creek Land Company, Inc.
Attn: Richard Collette
DWQ Project # 09 1087
April 19, 2010
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved nits
Plan Location or Reference
Open Waters
(Shallow bottom) dredged
Dredging area 1*
0.889 acres (38,702 sq ft)
Adams Creek Manna Beaufort, NC
Dredging area 2
0.059 acres (2,561 sq ft)
sheets 1-4 (attached)
Dredging area 3
0.054 acres (2,373 sq ft)
Dredging area 4
0.177 acres (7,721 sq ft)
*The coastal wetland impacts have
Filled
been subtracted out.
Concrete bulkhead
0.029 acres (1,264 sq ft)
Boat ramp
0.031 acres 1,350 sq ft
Coastal wetlands
Filled
0.01 acres (500 sq ft)
Sheet 3 of 4 (attached)
Dredged
0.004 acres 165 sq ft
Sheet 2 of 4 attached
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. Moratoriums
Dredging moratoriums shall be observed as required by the NC Division of Marine Fisheries,
NC Wildlife Resources, US Fish and Wildlife and National Marine Fisheries.

Page Three
.Core Creek Land Company, hie.
Attn: Richard Collette
DWQ Project # 09 1087
April 19, 2010
4. Turbidity Standard
The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as
described in 15 A NCAC 2B..0200. Appropriate sediment and erosion control practices must be
used to meet this standard.
Please notify DWO ifANY turbidity issues arise during this project
5. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the application. All construction activities, including the
design, installation, operation, and maintenance of sediment and erosion control Best Management
Practices, shall be performed so that no violations of state water quality standards, statutes, or rules
occur.
6. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that
the Division of Land Resources has released the project.
7. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES
General stormwater permit (NCG010000) administered by DWQ is automatically issued to the
project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance with
permit conditions including the sedimentation control plan, self -monitoring, record keeping and
reporting requirements are required. A copy of this permit and monitoring report forms may be
found at http://h2o.enr.state nc uslsulForn:s Documents htm.
8. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing; -
9. Marina Projects
Any marina project that proposes to dispense or store fuel, shall provide and adhere to an EPA
approved Spill Prevention Control and Countermeasure (SPCC) plan to this Office before the
fueling facilities are constructed.

Page Four
Core Creek Land Company, Inc.
Attn: Richard Collette
DWQ Project # 09 1087
April 19, 2010
10. Culverts
Installation of culverts in wetlands must ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
11. "Re -opener" Clause
Core Creek Land Company, Inc. and its authorized agents shall conduct their activities in a manner
consistent with state water quality standards (including any requirements resulting from compliance
with section 303(d) of the Clean Water Act) and any other appropriate requirements of state law
and federal law. Core Creek Land Company, Inc. shall require its 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. A copy of this Certification shall be included in the
construction contract and available on the job site at all times. If DWQ determines that such
standards or laws are not being met (including the 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, DWQ may reevaluate and modify this certification to include conditions appropriate to
assure compliance with such standards and requirements in accordance with 15A NCAC
2H.0507(d). Before modifying the certification, DWQ shall notify Core Creek Land Company, Inc.
and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC
2H.0503 and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any
new or revised conditions shall be provided to Core Creek Land Company, Inc. in writing, shall be
provided to the United States Army Corps of Engineers for reference in any permit issued pursuant
to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the
project.
12. Boat slips
The number of boat slips for this facility and the configuration of these slips shall not be arranged
and of the number to cause a shellfish closure of the surrounding waters. The closure of the
surrounding waters would considered a degradation of waters of the state and a violation of 15A
NCAC 02B .0201.

Page Five
Core Creek Land Company, hic.
Attn: Richard Collette
DWQ Project # 09 1087
April 19, 2010
13. Deed Notifications and/or Restrictions
A recorded copy of the deed notifications/restrictive covenants or easements and the associated
preservation map approved by the US Army Corps of Engineers Wilmington Regulatory Office must be
submitted to this Office and to the 401 Oversight and Express Unit in Raleigh prior to the wetland impacts
approved by this Certification.
14. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650
Mail Service Center, Raleigh, NC, 27699-1650.
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.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
waters impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for
a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Ian McMillan in the Central Office in Raleigh at
919.733.1786 or Joanne Steenhuis in the DWQ Wilmington Regional Office at 910.796.7215.
Sincerely,
�+ I Coleen H. Sullins, Director
7� r Division of Water Quality
Enclosures: GC 3642
Certificate of Completion
cc: David Gambardella — Stroud Engineering, PA.
David Timpy - USACE Wilmington Regulatory Field Office
Ian McMillan - DWQ 401 Unit
Doug Huggett - DCM Morehead City
Brad Connell - DCM Morehead City
WiRO

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
December 15, 2009
Core Creek Land Co. Inc.
Mr. Richard Collette
303 Island Dr.
Beaufort, NC 28516
Dear Sir:
Dee Freeman
Secretary
This letter is in response to your application request under the Coastal Area Management Act (CAMA) to construct a 10
slip docking facility, concrete, bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts, deck, gazebo,
boat ramp, and perform maintenance excavation, in Carteret County. Processing of the permit application, which was
received by the Division of Coastal Management's Morehead City office on 10/2/09, is ongoing. However, it has been
determined that additional information will be required prior to the Division taking final action on your application. This
item is summarized below:
1) The N.C. Division of Water Quality, by way of the attached letter, has determined that additional information will
be required in order for that agency to adequately review the proposed project. Due to the fact that a CAMA
permit cannot be issued without a water quality certification first being issued, it is necessary that processing of
your permit application be placed in abeyance until such time as the requested information is provided to the
Division of Water Quality, a water quality certification is issued for the proposed project, and a copy of the
certification is provided to this office. Contact the Division of Water Quality directly at 910-796-7215 and
reference DWQ project 09 0595 if you have questions regarding this issue.
You will be given five working days from date of mailing. If you can provide to this office a copy of a water quality
certification within the required time, DCM staff will continue processing of the application and the processing clock will
not be suspended. If the required information is not provided to this office within the specified timeframe, processing of
the application will be suspended until such time as the requested information is provided. If you have any questions
concerning these matters, please feel free to contact me by telephone at [phone], or by email
[e-mail].
Since ely
GovorjS
Asst. Major Permits Coordinator
Cc: Stroud Engineering Pa
151A Hwy 24
Morehead City, NC 28557
DCM-MHC-Brad Connell
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] \ FAX: [phone] Internet: www.ncoaastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer
None Carolina
Naturally

1\1orth Carolina
Beverly Eaves Perdue
Governor
NC®ENR
Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
November 18, 2009
CERTIFIED MAIL: 7008 1140 0002 9563 3124
RETURN RECEIPT REQUESTED
Core Creek Land Co., Inc.
Attn: Richard Collette
303 Island Drive
Beaufort, NC 28516
Dear Mr. Collette:
i latural Resources
Dee Freeman
Secretary
SUBJECT: Adams Creek Marina, Beaufort
DWQ Project # 09 1087
This Office has reviewed your CAMA application for impacts to wetlands and waters dated October 12,
2009 to construct a 10-slip docking facility, concrete bulkhead, kayak dock, transient fuel dock, boat
ramp, deck, gazebo and perform maintenance dredging. The Division of Water Quality (DWQ) has
determined that your application contain information that will cause a conflict with our rules as
discussed below. The DWQ will require a modification of your project in order to process your
application. Therefore, unless we receive the additional information requested below, we will have to
move towards denial of your application as required by 15A NCAC 2H .0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
The Shellfish Sanitation and Recreational Water Quality Section has indicated that the project as
proposed would permanently cause a closure to shellfish waters. The DWQ is concerned that your
proposed project would cause significant adverse impacts by the closing of these waters. The
permanent closing of the shellfish waters would be considered a degradation of waters, which would
result in violations of the following Water Quality Standard.
15A NCAC 02B .0201 ANTIDEGRADATION POLICY
(b) Existing uses, as defined by Rule .0202 of this Section, and the water quality to protect such uses
shall be protected by properly classifying surface waters and having standard sufficient to protect these
uses. In cases where the Commission or its designee determines that an existing use is not included in
the classification of waters, a project which shall affect these waters shall not be permitted unless the
existing uses are protected.
Wilmington Regional Office
127Cordinal Drive Extension Wilmington, NC 28405
Phone: [phone] / FAX: [phone]
Internet: wvvw ncwaleraualitv.ora
North Carolina
Xturally
An Equal Opportunity/Affirmative Action Employer
50%Recycled/10% Post Consumer Paper
Customer Service 1-877-623-6746

Page Two
Core Creek Land Co., Inc.
Attn: Richard Collette
November 18, 2009
(d) The Commission shall consider the present and anticipated usage of High Quality Waters (HQW),
including any uses not specified by the assigned classification (such as outstanding national resource
waters or waters of exceptional water quality) and shall not allow degradation of High Quality Waters
below the water quality necessary to maintain existing and anticipated uses of those waters. High
Quality Waters are a subset of waters with quality higher than the standards and are as described by
15A NCAC n2B .01019e)(5). 'The procedures described in Rule .0224 of this Section shall be
implemented in order to meet the requirements of this part.
(f) Activities regulated under Section 404 of the Clean Water Act (33 U.S.C. 1344) which require a
water quality certification as described in Section 401 of the Clean Water Act (33 U.S.C. 1341) shall
be evaluated according to the procedures outlined in 15A NCAC 2H .0500. Activities which receive a
water quality certification pursuant to these procedures shall not be considered to remove existing
uses. The evaluation of permits issued pursuant to G.S. 143-215.1 that involve the assimilation of
wastewater or stormwater by wetlands shall incorporate the criteria found in 15A NCAC 2H
.0506©(1)-(5) in determining the potential impact of the proposed activity on the existing uses of the
wetland per 15A NCAC 2H .0231.
2. At a minimum, DWQ requires that deed notifications (or restrictive covenants if required by
the US Army Corps of Engineers) be recorded for the remaining jurisdictional 404/401
waters/wetlands. A sample deed notification can be found on the DWQ 401 Water, Quality
Certification web site and the USACE language is found on their website. Please provide a
Draft copy that includes the proposed preservation language and wetland map that will be
.recorded to accomplish this.
The DWQ proposes that you modify your project so that there will be no permanent closure of the
shellfish waters. If the project is modified and the additional issue addressed, the DWQ will have no
objection to the project.
Please respond within three weeks of the date of this letter by sending a copy of the information to Joanne
Steenhuis and to Ian McMillan, 401 Wetlands Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-226, his phone
number is 919.733.1786. If we do not hear from you within three weeks, we will assume that you no longer want
to pursue this project and we will consider the project as withdrawn. If you have any questions, please feel free to
call me at 910 796.7306.
Sincerely,
Joanne Steenhuis
Senior Environmental Specialist
cc: Ron Cullipher — Stroud Engineering
Ian McMillan -Wetlands Unit/Raleigh
Maria Dunn - Wildlife Resources Commission
Dave Timpy — Corps of Engineers Wilmington
Doug Huggett — DCM Morehead
Brad Connell — DCM Morehead
Andrew Haines _ Shellfish Sanitation Morehead
WiRO

CAMA Major Permit Narrative
Adams Creek Marina
Property Address:
329 Core Creek Rd
Beaufort, NC 28516
August 20, 2009
Owner:
Adams Creek Marina LLC
303 Island Dr
Beaufort, NC 28516
[phone]
Engineer:
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
A. Description of Project
SEP 2 1 2009
Morehead City DCM
This project will include the development of a commercial 10 slip marina with associated
parking to be located onsite. The owner proposes to enlarge, deepen (-8 n1w), and bulkhead the
basin to the north and south. The wetlands area to the east of the basin will be avoided.
Ten 55 foot slips will be constructed along with floating finger piers, a floating kayak
launching dock, and boardwalks around the basin.
The existing boat ramp will be demolished and replaced by a deeper boat ramp that extends
to approximately -9.00 nlw. The boat ramp will be bulkheaded and guide piles will be provided
for launching of boats. The existing floating dock located to the north of the ramp will be
replaced. The existing bulkhead to the south will be replaced and a floating dock will be
constructed along the shoreline. A portable pumpout and fueling will be provided on site. The
fuel tanks will be located outside the 75' AEC but connecting thru to Dock A.
All dredging will be mechanical. Approximately 5,000 cubic yard will be dredged from
below nhw and approximately 4,400 cubic yards will be dredged from high ground to expand the
basin. The dredge spoils will be deposited in the existing spoils area to the south of the site.
The existing driveway to the east of the basin will be removed and a new access will be
provided south of the existing motel. Two culverts will be put in place to cross the CAMA
jurisdictional ditch. A new turnaround and parking lot will be constructed to access the boat
ramp. Proposed impervious surfaces will be reduced from existing amounts.
B. Mitigation

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
(FORA PIERIMOORING PILINGSBOATLIFTBOATIIO USE)
1 hereby certifh that I own property adjacent to Richard Collette 's
(Name of Property Owner)
property located at 329 Core Creek Rd
(Lot, Block, Road, etc.)
on Core Creek in Carteret County N.C.
(Waterbody) (Town and/or County)
Applicant's phone #: [phone] Mailing Address: 303 Islaud Dr
BeaufortNC 28516
He has described to me, as shown below, the development he is proposing at that location, and, I
have no objections to his proposal. I understand that a pier/mooring pilings / boatlift / boathouse
must be set back a minimum distance of fifteen feet (15') from my area of riparian access unless
waived by me. (If you wish to waive the setback, you must initial the appropriate blank
below.)
// I do not wish to waive
X I do wish to waive that setback requirement.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(To be filled in by individual proposing development)
(Information for Property Owner Applying
for Permit)
303 Island Dr
Mailing Address
Beaufort, NC 28516
City/State/Zip
252-728424
er
Tel_6� �
Signature Date
rr.T j � „�,,•
NEW BERM
DISTRICT OFF107
(Riparian Property Owner Information)
Signature
Reed Smith, PE, NCDOT District Engineer
Print or Type Name
252-514-4716
I/ Telephone Number
Date

• Dredge spoil disposal will stay out of any coastal and federal wetlands.
The marina facilities will be equipped with a portable pumpout system to promote boater
use and minimize discharge of wastewater from boats into the adjacent waters. A locked
head policy will be put in place with strict enforcement action in slip leases to prevent
bilge and head discharges. The sewer pump out will be closely monitored to ensure that it
is properly utilized.
• The marina facilities will be equipped with a new fueling station that utilizes automatic
shutoff nozzles and is designed to be quickly shutoff in the event of an emergency or a
spill. Marina staff will be trained in a Spill Contingency Plan. Fuel absorbent booms and
materials, fire extinguishers, and other fuel absorbent materials will be stored near the
fueling station. Procedures for fuel containment will be clearly stated on signs for boat
owners.
SEP 2 2009
Morehead City DCM

Ntajor Permit Fee Schedule
Circle One
DCM %
DWO %
Development Type
Fee
(14300160143510009316256253)
(2430016024351000952341)
1. Private, non-commercial
development that does not involve
the filling or excavation of any
-
wellands or open water areas:
$25D
100% ($250)
0% ($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas:
$400
100% ($400)
0% ($0)
ill. For development that involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine If A.8, C.
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied:
$250
100% ($250)
0% ($0)
III(B). Public or commercial
development, If General Water
Quality Certification No. 3490
(See attached) can be applied:
$400
100% ($400)
0% ($0)
III(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life:
$400
60% ($240)
40% ($16D)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied:
$400
60% ($240)
40% ($160)
IV. Development that involves the
filling and/or excavation of more
than one acre of wettands end/o
open water areas:
$475
60% ($285)
40% ($190)
Check # q ` rqs
Amount _sq I5• 00
!Fame Project 6!vl
K

NC Division of Coastal Management
Major Permit Application Computer Sheet
Page 1 of 4
Applicant: Core Creek Land Company, Inc.
Date: 10/8/2009
County Location of Project: Carteret
Staff: Brad Connell
I District: ❑ Elizabeth City ❑ Washington O Morehead City ❑ Wilmington
Project Name: Adams Creek Marina
I Rover File: M100812A
Photos Taken: ❑x Yes ❑ No
Date Application "Received as Complete": 10/2/09
Permit Authorization: ❑ CAMA ❑ Dredge & Fill ❑x Both
SITE DESCRIPTION INFORMATION
Sandbags: ❑ Yes O No ❑Not Sure
Critical Habitat: ❑ Yes ❑ No ONot Sure
Shell Bottom: O Yes ❑ No
15' Setback Waived: El Yes ❑ No
County LUP: ❑x Yes []No
Environmental Assessment
Done: []Yes ❑x No
SECONDARY WATER CLASSIFICATION
❑ ORW ❑ PNA I ❑x HOW 111 NSW ❑ Sw 1 ❑ NC Nat/Scenic River ❑ Fed Wild/Scenic River
WETLANDS IMPACTED
IXI Black needlerush (Juncus
❑ Spike grass (Distichlis spicata)
❑ Glasswort (Salicornia sp.)
roemerianus)
❑ Giant reed grass (Spartina
❑ Salt meadow grass (Spartina
❑ Sea lavender (Limonium sp.)
cynosuroides)
patens)
❑x Salt marsh cordgrass
❑ Bullrush (Scirpus sp.)
❑ Saw grass (Cladium
(Spartina alternaflora)
jamaicense)
❑ Cattail (Typha sp.)
❑ Sea oxeye (Borrichia
❑ Marsh elder (Iva frutescens)
frutescens)
❑ Section 404 Wetlands (USACE)

NC Division of Coastal Management
Major Permit Application Computer Sheet
Page 2 of 4
Applicant: Core Creek Land Company, Inc.
Date: October 8, 2009
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.
Activity Name
Dimension 1
Dimension 2
Dimension 3
Dimension 4
Boat Basin
225'
120'
-8'nlw
10
IK New Work
Replace
(slips)
0 Maint
❑ Y ❑X N
Finger piers
5'
55'
❑x New Work
Replace
(x5)
❑ Maint
❑ Y 0 N
Tie pilings
12
❑x New Work
Replace
❑ Maint
❑ Y O N
Boardwalk
6'
655'
0 New Work
Replace
❑ Maint
❑ Y 171 N
Boat Ramp
100,
30'
O New Work
Replace
❑ Maint
❑X Y ❑ N
Bulkhead
1,264'
1'
10,
❑ New Work
Replace
(concrete)
❑x Maint
0 Y ❑ N
Culvert (x2)
36'
2'
24"
❑x New Work
Replace
❑ Maint
❑Y ❑x N
Deck
46'
30'
❑x New Work
Replace
❑ Maint
❑ Y O N
Disposal Area
190,
65'
❑X New Work
Replace
❑ Maint
❑ Y ❑x N
Excavation
307'
67'
-8'nlw
❑ New Work
Replace
(dredge)
❑x Maint
❑ Y 0 N
Fill (road)
352'
18,
❑x New Work
Replace
0 Maint
11 Y ❑x N

NC Division of Coastal Management
Major Permit Application Computer Sheet
Page 3 of 4
Gazebo
30'
30'
0 New Work
Replace
❑ Maint
❑ Y ❑x N
Grading
41,818 ft2
❑x New Work
Replace
0 Maint
0 Y ❑ N
Parking Lot
159'
76'
0 New Work
Replace
❑ Maint
❑ Y ❑x N
Pier
115,
S'
0 New Work
Replace
❑ Maint
❑ Y ❑x N
Pier
100,
6'
❑x New Work
Replace
❑ Maint
❑ Y ❑x N
Other -guide
5
x❑ New Work
Replace
pilings
❑ Maint
❑ Y 0 N
Floating
32'
S'
O New Work
Replace
structure
❑ Maint
❑ Y 0 N
Pier
75'
6'
❑x New Work
Replace
❑ Maint
❑ Y 0 N
Floating
101,
6'
El New Work
Replace
structure
❑ Maint
❑ Y 0 N
Pier
90,
6'
❑x New Work
Replace
❑ Maint
❑ Y El N
Floating
53'
6'
❑x New Work
Replace
structure
❑ Maint
❑ Y O N
Pier
332'
6'
i] New Work
Replace
❑ Maint
❑ Y ❑O N

NC Division of Coastal Management
Major Permit Application Computer Sheet
Page 4 of 4
Applicant: Core Creek Land Company, Inc
Date: October 8, 2009
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
MAX Ttl Sq. Ft.
(applied for, before
any restoration)
FINAL Sq. Ft.
(once project
completed, if
restoration
occurred)
Length (in feet)
LM
1,367
❑ Dredge ❑ Fill ❑x Both 17Other
5B
50,842
❑ Dredge ❑ Fill ❑x Both ❑x Other
HG
55,770
❑ Dredge ❑ Fill ❑x Both ❑x Other
Ow
43,786
❑ 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 0 Fill 0 Both 11 Other

Page l of 1
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EXHIBIT"A"
BEING ALL OF THAT PROPERTY DESIGNATED AS: PARCEL I ", P CL
PARCEL 4, PARCEL 6 AND PARCEL 7 ON SURVEY ENTITLED I
FOR RICHARD A. COLLETTE & JOYCE V. COLLETTE" PREP BY
COAST PROFESSIONAL SURVEYING, P.A., DATED JUNE 8, 2 , AND
MAP BOOK 30 A'1' PAGE' , CARI LRET COUNTY REGIS
GRANTORS CONVEY ALL THEIR RIGHT, TITLE AND
PARCEL 7 TO THE GRANTEES, WITHOUT W ARiL1NYI
CERTAIN CIVIL ACTION FILED IN THE CARTERL'•T C
FILE NO. 04-CVS-1159 AND LIS PENDENS FILED IN C
THIS PROPERTY IS CONVEYED TO THE M
IMPROVEMENTS SITUATED THEREON AND
OF THE GRANTORS APPURTENANT TI ISREI
PROPERTY ARE ASSIGNED TO THE GRANTI
L .
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ti.
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Page 1 of 1
-.ar-wnu
oertncateµJ cl »ora,y pubR
aeslaad to be twnas;t TM 'rstrvricnt nndl
CARTERET COUNTY rap are wlr rdpldlorad :a tt. UINS old Mir
229f2 06,13.70e5 PM Stock" pays shown on Inc Reet p•;e
E1.430.00 j& r ` A
Reel Estate
Excise Tax q�C I �'
NORTH CAROLINA GE ARR UEL+
Of. 21_
Mai4Dox to: Hason 6 1 faim. , ,, , branWIMWIorehurThis insWmenr was prepared by: Ed WBrief description for the Index: Core Creek
THIS DEED made this o 10�$,,byendbetweenGRANTORE
YONROE JOHNSON and vlfe, VALERITE and wife, JOYCE P.
JOHNSON changers)
Eater in eppigprisia block for do andt, if'4WA, , character of entity, e.g. corporatinn or partnership
The designation Glen lur altdGRIBEVORWl da Y - s, their hens, snecessom, and aaalgna, and shall incllWe
singnlnr, pfunl, nrasculine, Yemin outer ag re iro teal
141TNESSETH, that the rjmnkv, A,17mllable comiati Gran-, l6e rrccipt of which is heroby acknowledged, hu
"by these presoak ant, barge uno in fre shuple,,It hat ce;taln lW or parcel of land sinrated in
me Cityef Tanas6ip, -. Cnrferr:f---. ._Counry,
North Carolina and fulfona:
FOR LEGAL DES ERE "A°ACHED HERETO AND INCORPORATED HEREIN BY
REFERENCE.
This conveyance IV Mwion 1031 Tax —deferred Exchange for the benefit
of the rantee.
AA
ove dcscrib Acµuir y Grantor by inswment reeneded in Duak T94page 609
ove descri ended hs Plat 3mk 30 page 763
o 9, sod 019T1, M2 + James Williams & Co., Inc.
t r Association - 1991 w Jatm.wm
BOOK_ F ansA
alit,
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TO HAVE *ND TO HOLD Ow alums" lul at parcel of INA ardall Qi ixilcyfs ad xdVarhnnaera
And the Grantee covenants with the Grantee, thw Grantor is seised of the prernises in fee sit
simple, that title is markeeahle and free and clear of all encien1w.nrn, and trust Cmntar e
lawful claims of all Persons whontaoevel, other than the following cxMixiore,
205 Ad Valorem taxes for Carteret County, not yet due I
EASEMENTS, RESTRICTIONS AND RIORTS—CH—WAY OP RECAli1}
IN W1I19ESS W1if;REOF, the Grantor has duly eeceuted Me fotcgo
(Emily Manic)
rule
Hy:
Tide:
State of North Ceralian
n ,
u,
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J.
acknowledged the
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hoodroad Notarize 4
State of Numb Carolina
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Me njW eanvey the seine in foe
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Notary Public
personally crone belbre me
1bWby audmrity duly given and as the wt of each entity,
oa its behalf a its act and dad- Witness illy hand and
..,,—...doyen ,20.
Notary Public
Ycwa Peblis
The foregI�
Cerfifieata(5) of
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Wow ratified to be conwi
This i
t and this anilicate my resist
aF t The d¢m awl 8rne an 1 ul dr Hook and
Page shaven an the first page bereof
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Sesame of Ueed9 for
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ey,
Deputy+Asrislxnt Resister of Dmds
NCH As
Prin byA
ant 9' O 1977. 2002
'If Aa anion-1481 l/_
a lames 1V liunro & Co., lnc.
rdrRt a,%illiami.com
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AUG 2 ¢ C
CIL
RENG all of that property shown and described as "PAR
Coati Professional Surveying, PA datcd June g, 2005 and
A. Collette;& Joyce V. Collette", and recorded in Map Be
Registry,
This property is conveyed together with all impro
rights appuncnant thereto; and together Mth and
the above-teferenced rccordcd plat and as wrivc7
Carteret County Registry. ,
IAV
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nelame ntthurV.PiRTRET
LDL Date 09/37/FO08
GR I M388
MJ�Frii1 CAi;rY VA,
Th15 i i}".-I eY� W aal K'
e.�'� una Mips
rasa rage
BY
WARRANTY DEED
JPREPARED BY: BZMClt & GO1N8a. Kj C 9l1 AMM19L1. STREE
RMJXNTO: BLSWICRAGUM[5I%=,9l1ARENDILLSTRE[T,
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
THIS WARRANTY DEED made and entered o
2008 by and between:
Richard Collette and,,We. C
(GR.OR)
The designation GRANTOI
their heirs, successors and assigns
neuter as required by context.
WIT
That the GRANTOR for a valuable
which is hereby acknowledged, 1'as and by tb
unto the GRANTEE in. fee simple, allQhat
BUEAFORT TOWNSHIP, CARTEREt C(
described as follows: y,
ttm
shall include said parties,
1, masculine, feminine or
ff&wd by the GRANTEE, the receipt of
does grant bargain, sell and convey
lot, tract or parcel of land situated in
North Carolina and more particularly
s�pp�
4Y'Y�L�y.YYP.rrsA v.L� ✓�.,JIYJ
NO UTLE SEARCR REQIIFST NOR R&NIMED BY THIS OFFICE.
AMhk
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BEING the same property conveyed to Grantor as recorded in Book 12tS9, e
Carteret County Registry. A.
The above -described property is conveyed and accepted subject to such eats,
restrictions and rights ofway as appear of record in the Carteret County Registr"
TO HAVE AND TO HOLD the aforesaid lot, tract or parcel of land a' privileges
and appurtenances thereto belonging to the GRANTEE in fee simple.
And the GRANTOR covenants with the GRANTEE, that GRANTOR is seized of the
premises in fee simple, has the right to convey the same in fee simple, that rtitl bject to the
joint life estate as a tenancy by the entirety reserved by the Grantor herein to to It and free
and clear of all encumbrances, and that GRANTOR will w t and defad le against the
lawful claims of all persons whomsoever excluding the stated h designated
on the map referred to above. a
IN WITNESS WHEREOF, the GRANTOR
and year first above written.
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
do hereby certify that RichaW Collette and
this day and acknowledgedbe due execu
company.
WITNESS my
My Commission
and fielthe day
tN:A
MTof the above county and state.
wife, awlette, personally appeared before me
:i f t oing instrument on behalf of said
this dayof af*'ffiD0(,2008.
IOTA h Notary ' nature
IC /.`p(xJ.EfIZINOURPyW'wr�}'nedLdocs
i
AUG 2 4 2009
Ea"CrChead G;,Zy L-)GM
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Beginning at an existing nail in the South Right of Way of Core Crack Road•'01d
and following the calls and distances from N.C.G.S. Monument CAR "moo" t,
1079.37 fed; thence N 92-32-42 W 159.75 feet to an existing nail, being IN
OF BEGINNING; thence S 16-13-00 W 174.05 feat to It set iron I
70.33 fed to a set 'von rod; thence S 06.26-02 E 10.00 fed to an existmg
30-22 W 299A9 feet to an existing iron pin; thence S 71-30-22 W 5 to
02-20-14 W 22530 feet to a point; thence N 09-21-52 E 136.51 a our,
49 E 50.0o fed to an existing iron rod; thence S 79-24-49 E 250. to
thence S 74.21-14 E 141.75,10 the POINT OR PLACE OF BE G.
Being subject to that thirty (30) fed eascmcM serving
providing access from that property to Highway 101.
42009
n.
��C)�a,
�-7
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Fax Send Report
Date/Time : OCT-12-2009 09:47AM MON
Fax Number
Fax Name DCM MHDCTY
Model Name : SCX-5x30 Series
No. Name/Number
284 97262653
StartTime Time Mode
10-12 09:45AM 00' S0 ECM
kTxww
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Bawdy Eaves Perdue dames H. East
Governor Dirermr
FAX COVER
DATE:
TO:
OFFICE
FAX p:
TELEPt
TOTAL
FROM:
400 Commerce Avenue
Morehead City, Nora) Carolina 28657
Phone: [phone]
FAX: [phone]
wwwmewashnnymaoernentn t
RE: Please oubllsh thnxnaehaM,Miminan J))1a AGr...,.,a.r.--....—.
Dee Reeman
Secretary
i
bedonmace Ava.'1'm=e222'NC4 etdnYl DM
PMr25ed�]B591FAleeSe 2<1daN k4retwrn rtm �NIa CarolinaWimally
emcraswe 1
rs: Doug Duggan
Tem Parent, District Manager
Page Result
003/003 O.K

�•4',+�
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
FAX COVER
DATE: D
TO:. Legal Advertisement Section
OFFICE: Carteret County News Times
FAX #: [phone]
TELEPHONE #:
TOTAL PAGES INCLUDING COVER SHEET: 3
FROM:
Morehead City Office
400 Commerce Avenue
Morehead City, North Carolina 28557
Phone: [phone]
FAX: [phone]
www.nccoastaImanagement.net
County News Times. Also please use smallest font possible.
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] \ FAX: [phone] Internet: www.necoastaimanacement.net
An Equal Opportunity\ Affirmative Action Employer
Nne
orthCarolina
Naturally

e9Ar
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
October 6, 2009
Carteret News Times
Legal Advertisement Section
P.O. Box 1679
4206 Bridges Street
Morehead City, N.C. 28557
Re: Public Notice - Adams Creek Marina
Dear Sir:
Please publish the attached Notice in the October 18, 2009 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,
n
l� � CO-4
Brad Connell
Coastal Management Representative
Enclosure
cc: Doug Huggett
Tere Barrett, District Manager

r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an Area of
Environmental Concern as designated under the CAMA was received on October 2, 2009.
According to said application, Core Creek Land Company, Inc. proposes to excavate, construct a
ten -slip docking facility, gazebo, deck, boat ramp, fuel dock, kayak launch, driveway, parking lot
and concrete bulkhead adjacent to Core Creek for commercial use at 329 Core Creek Road (SR
1475) near Beaufort. A copy of the entire application may be examined or copied at the office of
Brad Connell, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead
City, NC, [phone] during normal business hours.
Comments mailed to James H. Gregson, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, N.C. 28557, prior to November 8, 2009, 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: October 18, 2009

V.
II
A04A.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
October 6, 2009
Core Creek Land Company, Inc.
c/o Richard Collette
303 Island Drive
Beaufort, NC 28516
Dear Mr. Collette:
The NC Division of Coastal Management hereby acknowledges receipt of your
application for State approval for development of property located on Core Creek
in Carteret County. Site is at 329 Core Creek Road near Beaufort. It was
received on October 2, 2009, and appears to be adequate for processing at this
time. The projected deadline for making a decision is December 15, 2009. 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 October 2,
2009, 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 ii
an incomplete application.

Core Creek Land Company, Inc.
October 6, 2009
Page 2
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 me in writing if you wish.to receive a copy of
my field report and/or comments from reviewing agencies.
Sincerely, �J�
"
Brad Connell
Coastal Management Representative
m
Enclosure
cc: Doug Huggett, Major Permits and Federal Consistency Coordinator
Tere Barrett, District Manager
Ron Cullipher, Stroud Engineering, Pa.

CAMA PERMIT
APPLIE FOR
PROJECT: the construction of a 10-slip docking
facility, maintenance excavation, kayak launching
facility, fuel dock, and a concrete bulkhead
adjacent to Core Creek at 329 Core Creek Road
COMMENTS ACCEPTED THROUGH __ November 15, 2009 -
APPLICANT:
Core Creek Land Company, Inc.
c/o Richard Collette
"and Drive
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW.
'1 Brad Connell - DCM
400 Commerce Avenue
Morehead City, NC 28557
[phone]

Beveridge, Robin
From:
Connell, Brad
Sent:
Thursday, October 08, 2009 5:13 PM
To:
Barrett, Tere; Beveridge, Robin
Subject:
FW: Core Creek application
Attachments:
Mr Brad Connell.vcf; image001.jpg
Importance: High
FYI
From: Dave G [mailto:[e-mail]]
Sent: Thursday, October 08, 2009 4:52 PM
To: Connell, Brad
Subject: Re: Core Creek application
Hey Brad
I should be able to get the prints to you tommoro. The initialed waiver will probably be next week or later.
Thanks
David Gambardella
Stroud Engineering, P.A.
ph 252-247-7479: cell 252-725-4769
dgambardella(&stroudeneineer.com
On Thu, Oct 8, 2009 at 4:22 PM, Connell, Brad <brad.connellC&ncdenr.eov> wrote:
Mr. Gambardella,
When do you think you can have those 26 copies submitted to us?
Mr. Brad Connell
NC Division of Coastal Management
Field Representative
400 Commerce Drive
Morehead City, NC 28557
[phone] ext. 214' f ork
Brad.Connell@.ncdenr.gov
,n^,van. nccoastalmanagement, net
'E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

®TA
NCDENR
North Carolina Department of Environment and Natural
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director
Date e �o — 0 /
Name of Property Owner Applying for Permit:
RI'C' <rj Cc�Ile- fte
Mailing Address:
.303 Za-!s, � Dr,
8e4C'.r.'t , /;/c 2 5-IG
RICLal.SEPar2
ResourMfthead Cit, DCfV
Dee Freeman, Secretary
G
I certify that I have authorized (agent) �t
l
f tl
�1� r/�/ rl c�
0A
to act on my
behalf, for the purpose of applying
/ for and obtaining all CAMAPePejrmits necessary to
install or construct (activity) Adc"n S Cr� / «%-< III OL
at (my property located at) 3 2q Cr<-e I c-
This certification is valid thru (date) �q 20 J O
Property Owner Signature Date
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.ncroastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper
A/C- 2e'7/6

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
(FOR A PIER/MOORING PILINGS/BOATLIFTBOATHOUSE)
I hereby certify that I own property adjacent to Richard Collette 's
(Name of Property Owner)
property located at 329 Core Creek Rd
(Lot, Block, Road, etc.)
on Core Creek in Carteret County N.C.
(Waterbody) (Town and/or County)
Applicant's phone #: [phone] Mailing Address: 303 Island Dr
Beaufort, NC 28516
He has described to me, as shown below, the development he is proposing at that location, and, I
have no objections to his proposal. I understand that a pier/mooring pilings / boadift / boathouse
must be set back a minimum distance of fifteen feet (15') from my area of riparian access unless
waived by me. (If you wish to waive the setback, you must initial the appropriate blank
below.)
I do not wish to waive
X I do wish to waive that setback requirement.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(To be filled in by individual proposing development)
:, r
,rtt
' OCT 5 2009
�llorenaao City DOW n
(Information for Property Owner Applying
for Permit)
303 Island Dr
Mailing Address
Beaufort, NC 28516
City/State/Zip
t•
yIT
i
tom% i d
Signature
Date
(Riparian Property Owner Information)
Signature
Reed Smith, PE, NCDOT District Engineer
Print or Type Name
252-514-4716
Telephone Number
Date

■ Complete items 1, 2, and 3. Also complete
A. Signature
hem 4 if Restricted Delivery is -desired.
KAg�
■ Print your name and address on the reverse
0 Addressee
rn
o
�[
so that we can return the card to you.
■ Attach this card to the back of the mallpiece,
by f Name)
kdelh�y
C. Date of Delivery
n -
or on the front h space permits.
O'
r""�
V
1. Article Addressed to:
D. Is addnas tliffen; m hem 17 ❑ Yes
Me
4QLy�j
If YES, enter delivery below:
❑ No
w
CIO
NCDo-y
CD
A Hnn �. �ee1 nl�, � 4 h
f
as
0
,dam, h�f /�
2U"I S �le 'bt n � K�
. 3. Service Type
cermied Mail 0 E press Man
NCw&-vn NC 295Cop
❑Registered 13 Return Receipt for Merchandise
0 Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Feel
❑ Yes
2. Article Number 7009
(f"iansfer from service kW
0820 0002 3710 8155
PS Form 3811, February 2004 Domestic Return Receipt
1025es02-M-1sa0
r

u
CAMA Maior Development Permit Application Checklist
This checklist is provided solely as an informational resource to assists in the preparation of
the permit application. Although this checklist is not required to be filled out as part of the
permitting process, nor is it required that this checklist be provided to the Division of
Coastal Management (DCM), the items included within the checklist are required to
complete the permit application.
During the pre -application or application submittal meeting, a DCM representative will sit
down with you and review the application package for completeness. The Division
representative will refer to this checklist to determine whether or not an application is
deemed to be complete or to be insuff Fcient. If an application package is deemed incomplete, 00
the specific deficiencies will be noted on the application checklist. A copy of the checklist will --j 0
be provided to the applicant, or applicant's agent, at the end of the meeting. Once the items/
have been addressed, the applicant or agent should contact the local field representative to
schedule a final meeting.
PERMIT APPLICATION FORMS
All applicants must completely fill out all three pages of the DCM MP-1 form. Depending on
the scope of the proposed development, you will also need to fill out some or all of the
additional forms) listed below. A checkmark beside the applicable form(s) indicates that the
forms are required for the proposed development.
MP-2 Excavation and Fill Information
3 Upland Development
MP-4 Structures Information/Marina
MP-5 Bridges and Culverts
* All questions on the application form(s) must be complete, or the letter "N/A" must
be placed in each item that does not apply to your proposed project.
* All of the information provided in these forms must accurately correspond with the
submitted workplan drawings.
WORKPLAN DRAWINGS
All drawings must be neat, clear, and of standard size to permit photographic reproduction. If
blue prints or sheets larger than I I" x 17" are used, 27 copies must be submitted (it is
advisable to request that a Division representative inspect a final copy of the workplan
drawing(s) prior to making the required 27 copies). Drawings larger than I P x 17" should
be folded to legal size or smaller. If color coded drawings are submitted, regardless of paper
size, then 27 (preapproved) copies will be required.
The workplan drawings must be accurately drawn to an engineers scale (1"-200' or less)
(example 1"=30'), 1"=50', 1"=60', 1"=100', etc.). The scale must be indicated on the
drawings.
The following list of items must be indicated on the workplan drawings. No application or
workplan drawings will be accepted as complete until all of the applicable items on the
checklist have been approved by the DCM.

It A L'CM representative will review the permit application and workplan drawing(s) and
mark off each item(s) listed on the checklist that is deemed to be complete. An item that has
not been "checked off" indicates that additional information is needed in order to accept the
application as complete, or that the item is "Not Applicable" to the proposed project. A copy
of the checklist will be provided to you at the end of the pre -application meeting, or
submission meeting, once the entire permit application package has been reviewed.
Workplan Drawings
J�
Simple Title Block (indicating name of applicant)
Drawing Number(s) — (example: drawing/page/sheet 1 of 4)
f
Date workplan was prepared
Vicinity Map
Standard North arrow
Legend and scale
Dunes (primary and frontal dunes if applicable for development within the
Ocean Hazard Area of Environmental Concern)
Shoreline
?�
Waterbodies (indicate name of water body)
Width of adjacent water body
Marsh Lands (federal wetlands)
Coastal Wetlands (indicate both upper and lower limits)
"404"
Type Wetlands
Existing and proposed man-made structures
Exact areas and dimensions of proposed excavation (for both high ground and
in water excavation)
Exact areas and dimensions for fill and -or spoil disposal (for both high ground
and in water fill) pf IG.If
Existing water depths relative to Normal Water Level (indicate datum used to
determine depths and whether or not soundings were collected based on
elevation or vegetation; also indicate proposed water depths for dredging
projects)
Approximate Norm tamer"Level (NWL)
Approximate Normal Low Water (NLW)
?
Property boundaries
Riparian Corridors (for structures located over public trust waters)
Distance of proposed structures to the federally maintained channel(s)
7
Names of adjacent property owners
Area of Environmental Concern (AEC) boundary (example: 75-foot Estuarine
Shoreline AEC, 575-foot Estuarine Shoreline ORW Shoreline AEC, Ocean
Hazard AEC, Inlet Hazard AEC, etc.)
30-foot Coastal Shoreline Buffer
✓
First Line of Natural Stable Vegetation
✓ /
Small and Large Structure setbacks
Depth and elevation of existing structures
_�
Proposed work relative to the existing ground level

Cross -Sectional (side -view) Drawing(s)
DWQ Riparian Buffer Zones
Elevation of existing dunes (applicable to Ocean Hazard projects)
�C First floor and building height elevations relative to Mean Sea Level (MSL)
for any proposed buildings
Roadway cross-section (including right of way limits)
Estuarine Shoreline AEC
Normal High Water — (in Blue ink) --------------- NHW--------------
Normal Low Water— (in Black ink) --------------- NLW--------------
Coastal Wetlands — (in Green ink) --------------- CWs---------------
Federal "404" type Wetlands — (in Magenta -ink) ----------404 wetlands---------
PropertyBoundaries ----Property boundary/li6e-----
75-foot Estuarine Shoreline AEC---------75' Estuarine Shoreline AEC---------
575-foot ORW Shoreline----------575' ORW Shoreline----------
30-foot Coastal Shoreline Buffer----------30' Coastal Shorline Buffer----------
OceanHazard AEC
Ocean Hazard AEC ----------Ocean Hazard AEC -----------
Small Structure Setback ---------????' Small Structure Setback----------
LargeStructure Setback ---------????' Large Structure Setback----------
FirstLine of Natural Stable Vegetation --------First Line of Vegetation -------
OTHER REQUIRED INFORMATION
(checkmark indicates that information is complete)
Project Narrative
Application Fee
Signed Certified Mail receipts from adjacent riparian property owners
Deed (or other legal instrument under which the applicant claims the right to
develop the property in question)
Consultant/Agent Authorization agreement form
Wetlands Delineation Approval (from the U.S. Army Corp of Engineers)
Stormwater Management Certificate
Ocean and Inlet Hazard Notices
Other Information (any supplemental information that the Division of Coastal
Management requests for processing)
Primary Nursery Area (PNA)
Submerged Aquatic Vegetation (SAV)
Outstanding Resource W ters (ORW)
Shellfish Waters Opeu, Cl%eki
15
glic gent ignature
KIM

Connell, Brad
From:
Connell, Brad
Sent:
Friday, October 09, 2009 2:30 PM
To:
Barrett, Tere
Cc:
Beveridge, Robin
Subject:
RE: Adams Creek Marina application
Attachments:
Mr Brad Conne112.vcf; image001.jpg
Importance: High
The recommendations are in your box and the FIR package has been submitted to the Major Permits Section to
circulate....
You too!
Mr. Brad Connel
NC Division of Coastal Management
Feld Representative
400 Commerce Drive
Morehead City, NC 28557
(252) 808-2B08 ext. 214'V ork
Brad. Comel Cincdenr. gov
www.nccD&stalm&nagermnt.net
-E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.'
From: Barrett, Tere
Sent: Thursday, October 08, 2009 7:09 PM
To: Connell, Brad
Subject: Re: Adams Creek Marina application
Thank you so much Brad for this efficiency. If you get the recc. done, I will review them on Monday. Have a great
weekend. T
From: Connell, Brad
To: Barrett, Tere
Cc: Beveridge, Robin
Sent: Thu Oct 08 17:21:06 2009
Subject: Adams Creek Marina application
Ms. Barrett,
I was able to finish everything up except for the recommendations. I should hopefully be able to complete them
tomorrow afternoon....
Brad

Connell, Brad
From: Dave G [[e-mail]]
Sent: Thursday, October 08, 2009 4:52 PM
To: Connell, Brad
Subject: Re: Core Creek application
Attachments: image001.jpg
Hey Brad
I should be able to get the prints to you tommoro. The initialed waiver will probably be next week or later.
Thanks
David Gambardella
Stroud Engineering, P.A.
ph 252-247-7479: cell 252-725-4769
dambardellaaa,stroudeneineer.com
On Thu, Oct 8, 2009 at 4:22 PM, Connell, Brad <brad.connelllAncdenr.gov> wrote:
Mr. Gambardella,
When do you think you can have those 26 copies submitted to us?
Brad
Mr. Brad Connell
NC Division of Coastal Management
Feld Representative
400 Commerce Drive
Morehead City, NC 28557
[phone] ext. 214',`; of
Brad.ConneHiancdenr.gov
Inn-n,,n. nccoastalmanagement.net
*E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.'

Connell, Brad
From:
Barrett, Tere
Sent:
Thursday, October 08, 2009 4:25 PM
To:
Beveridge, Robin
Cc:
Connell, Brad
Subject:
core creek land cc
Robin, I have reviewed the Core Creek Land Cc field report of Brad's, and he is making the changes. When he is finished,
please go ahead and circulate, as I will be on leave on Friday. We will circulate while waiting on the initialed waiver.
Thanks. T
Tere J. Barrett
District Manager
Morehead City District
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Ph: [phone] 1 Fx: [phone]
w .nccoai;Wmanaaement.net
[e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law "NCGS.Ch.132" and may be disclosed to third parties by an
authorized state official.

VROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
(2c�52)) 247.7479
TO &It IA
LETTER OF TRANSMITTAL
DATE - 7 /.7
0� JOB NO. , G47
ATTENTION Tere ^ � ' I 'reto
WE ARE SENDING YOU Ni Attached ❑ Under separate cover via..
I Shop drawings {p Prints !JI Plans
.: Copy of letter ❑ Change order ❑
- the following items:
LJ Samples ❑ Specifications
COPIES•
2
—u-09
—
DESCRIPTION
ReV" /ifs
Re% A Kc,t�,
f
4-Z4-e
f
q-u-.g
vd ceef,I, /14� i�
THESE ARE TRANSMITTED as checked below:
4 For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED: ," Ga,4G
If enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
ul u • t:.. 1 1
To:
Division of Coastal Management
Attn:
Ms. Tere Barrett
From:
Ronald D. Cullipher, P.E.
Date:
September 21, 2009
RE:
Adams Creek Marina
Major CAMA Application
SEP 2 1 2009
Morehead City DCM
Several parts of the Major CAMA application have been revised to reflect requests made
by the Morehead City DCM headquarters office. The changes are detailed below.
• The CAMA jurisdictional ditch running thru the property has been surveyed and added to
the plats.
• The location of the fuel tanks on the property has been noted on the site plan.
• The southernmost area of dredging has been removed from the application.
• Maintenance and boat storage will be provided on site and as such has been added to the
application.
The CAMA ditch crossing is still being proposed as a culvert, and is the way we would like the
application processed. Additionally only this project's boundaries are shown. If you have any
questions please do not hesitate to contact me.
0,t&9c�
d D. Cullipher P.E.
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY. NC 28557
(252)�22 7-7 9
TO Clq/
WE ARE SENDING YOU Cf Attached
>
I Shop drawings
Th Copy of letter
❑ Under separatecovervia
❑ Prints W , Plans
❑ Change order I I
LETTER OF TRANSMITTAL
DATE G Q JOB NO. p///�7 i
ATTENTION
!�/r < /
RE:
the following items:
I I Samples C.I Specifications
COPIES
DATE
NO.
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
NA For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO — -
SIGNED:
If enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO CA f2
WE ARE SENDING YOU LI Attached ❑ Under separate cover via
4 Shop drawings ❑ Prints ❑ Plans
Copy of letter ❑ Change order ❑
Morehead City DCM
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
• •
NO.
_IMWRIA
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
L For your use ❑ Approved as noted ❑ Submit copies for distribution
i� As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
'S t,/at`t`rst9 o^ l5f W✓-e'Ve_r 1ro.y /VCDOT.
ff r sco�j a,f � I`2CCt J� i� 1 W��t �al"t/A�
_ 0.V
COPY TO G�rje„�J+tiLs=�
SIGNED:
If enclosures are not as noted, kindly notify us at once.

Google Desktop: RE: Core Creek Land Company: Adams Creek Marina Page 2 of 2
core creek Search
Google Desktop Home - Browse Timeline - Index Status - Privacy - About - ©2009 Google
http://127.0.0.1:46641cache?event_id=127478&schema_id=1 &q=core+creek&s=bF-jJPc lT... 6/3/2010

i
1 I ;
1 1 I
EXISTING SITE NOTES NHW LINE TABLE
I NOTES:
uMs BOUNDARY SURVEY TAKEN FROM COASTLINE PROPERTY AREA = 335.083 SF IT.69 AC) L2 11.20 S2i"3.'1)"E
I SURVEYING PA DRAWING DATED 3/24/08 LI 56.i9 STL 16'<6"E
2. IWENVIOUS AREA SHOWN TAKEN FROM CflISEq E%IST ING IWERV10115 LA 63.52 STPII'O2"E
TROUTMAN TANNER CONSULTING ENGINEERS DRAWING L5 0.9] 500'I6'S2'E
DATED 10/0/08 GRAVEL = 14}.}99 IF L6 ls.t2 Se0:54'l9'E
3. HIGH GROUND TOPOGRAPHIC INFORMATION TAKEN fgOM CONCRETE = 3.450 Sf L] 26.tz 516•St'00"E
L9 1].13 S65:35:5 :E
W
/ ! I 1 °e. 1m"s1EPi [i9iA1pNi y' COASTLINE SURVEYING PA DRAWING DATED 3/7/2008 BUILDINGS = 2LT20 SF L9 25.J] S25. 32'JJ"E.
LID 1]. 15 S12-S0'S1'Y
\ 1 1 1 1 }\ @ 10TAL 169.569 SF Lit i3p55 5 l-1B'ii SE
IMPERVIOUS = 50.61% LIJN00.39'16'f
\ L. 5.96 565"102<'Y
TOTAL AREA IN AEC = 127.690 SF L15 IL92 52P50'J1'Y
EX IMPERVIOUS IN AEC 49.772 SF 130.90Z1 Lil 11. i4 5?6.03'39Y
---- Y- - 120 6.00 569. 31'21'W
` 1 °plVE[ a.f p00' A[xs L2;9ii 2 6 H16'it'15 i
L23 41.15 Nl9'S0'29"W
_ _ ___ ___ _ _ 125 21.41 N11'4J'S2'_E
�. . \ - ]'` �� \ L25 21.12 H33. 11'2] W
! \C ' Lzi 25.53 NO3'f0'T'E
e 1 `n___ _ . y/ _`" - - \ \ L2fi 37.09 xaz•2s•Iz•E
max' L29 25.16 N44.29'19'E
LJ0 11:65 .10.16 IN.
1 g I S • P��\\\` a 1j• -�� L31 15.,, J9•l0'35'E
L11 9.65 N83 10'OS"E
LJJ 3665 96.36-S2'E
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mwc1A 1 i 1 1 \a\i1 }x� Pi° 21 f'`sS a` REVISIONS:
w w n1rt rcsswnux
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�.voso a[w 1 1 V \ I 6 v ° § x� q C fy 1 1 lr . 1 `�+ EXISTING CONDITIONS PLAN d DEMOLITION
11... P9
n o ELEV.[-iw `�l
ADAMS CREEK MARINA
BEAVFORT TOWNSHIP CARTERET COUNTY NORTH CAflOL INA
­!1WWem[m.W.1 CLIENT: ADAMS CREEK MARINA LLC DESIGNED:
NG
��P� ..1 ADDRESS: 303 ISLAND DR
1 '�aNrt'w 1 1 1 1e e ` In , I .•cnN BEAUFORT. NO 28516 DWG"`
1 1 I ml" _ I 'g20r�4Es`SiO,y\'Iys PHONE: f2521T28-]024
oVCHECKED:
1 1 =16 50 25 0 50 100 - :Ae 4; S HOC
13Q43 % S STROUD ENGINEERING.P.A.
t !. SEAL tWa APPROVED:
SHEET Tq OF 4 1 1Ig s9o1A.,4ipwc¢R'•'itJ 6 YIA HEADWCITYZ N.C. EBBST GATE: ROD
PROJECT u: PM1 ezT SCALE: 1 "= $G' °y(2D 0_CUI Q„'t r2 -D CIx�/.1 �p p 8/19/09
DESIGN FILE a: 1827 ADAMS CREEK BOATYARD/CONSTRVCTIDN PLANS/PM182TMAJOR. DCN �. MCII@'be'JY. MA" 1�21�1O crA�r.

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APR 9 2010
NOTES:
1. BOUNDARY SURVEY TAKEN FROM COASTLINE
SURVEYING PA DRAWING DATED 3/24/08
2. IMPERVIOUS AREA SHOWN TAKEN FROM CRISER
TROUTMAN TANNER CONSULTING ENGINEERS DRAWING
DATED 10/8/08
3. HIGH GROUND TOPOGRAPHIC INFORMATION TAKEN FROM
COASTLINE SURVEYING PA DRAWING DATED 3/7/2008
50 25 0 50 100
SCALE: T"= 50' 'At �� `r_
•i02q �'OM Ef�

S/B'
CALV TIE
8' TIP
DEADMAF
DREDGE SECTION A4-A4
V SCALE: I- = 3' H SCALE: 1" = 30'
2
1
0
d
i
-8
DREDGE SECTION D4-04
V SCALE: 1" = 3' H SCALE: 1' = 30'
BULKHEAD SECTION H4-H4
SCALE: 1' = 5'
DREDGE SECTION B4-84
V SCALE: 1' = 3' H SCALE: 1" = 30'
51
GALV TIE BACK S1
I" TIP PILE
DEADMAN
BULKHEAD SECTION E4-E4
SCALE: 1" = 5'
TP ILE
NNW EL. 3.1
NLW EL. 0.0
EXISTING
SHEETPILE
K 6 DECKING
STR
TREATED
TIMBER PILES
TYPICAL DOCK SECTION
SCALE: 1- = 5'
N.H.W. EL
N.L.W. EL
30 15 0 30 60
SHEET u4 OF 4 SCALE:
PROJECT V: PM1827
DESIGN FILE u: 1827 ADAMS CREEK BOATYARD/CONSTRUCTION PLANS/PM1827MAJOR.DGN
T WALKWAY
FOR UNLOADING
25.00
NEETPILE
12 CONCRETE
00AT RAMP
VARIES 2 N3L
i0 9 NLW
vk
`6' TIP PILES
MIN 0 FT EMBEDMENT
BOAT RAMP SECTION F4-F4
SCALE: 1" = S'
NO SEWER
DISCHARGE
PUMPOIIT
AVAILABLE
MARINA SIGNAGE
SCALE: NOT TO SCALE
BOAT RAMP SECTION C4-C4
SCALE: 1" = 20'
PNOPOSLG
GRAVEL
FILL
ROAD
TWO 36 LF 24'
HALF BUR RE
aV
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/ V
CULVERT SECTION G4-G4
SCALE: 1" = 5'
NOTES:
1. FINAL STRUCTURAL DETAILS OF ALL
MARINE CONSTRUCTION TO BE PROVIDED
BY OTHERS FOLLOWING PERMIT APPROVAL
1N GV10
S=OQa FE68/p�
SEAL
:ti 1iM9 �)
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NOTES
REFERENCES = DEEDBOOK 794 PAGE 600,DEEDBOOK 992 PAGE 254
MAPBOOK 30 PAGE 763
LWETLANDS WERE DELINEATED By
AND MANAGEMENT GROUPING. OCTOBER 007 CE F.BALDWIN.
ALL ACREAGE BY COORDINATE METHOD
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408 ARENDELL STREET - P.O. SOX 341
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ER ';y9'n 5lly,iTg�,a`
MOREHEAD CITY N.C. 28557
REGISTRATION NUNI
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OFFICE (252 726-1464
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FAX: (252)726 - 1771
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Morehead City 1)CM

ATO-14
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor
DATE: October 9, 2009
TO: Doug Huggett
THRU: Tere Barrett
FROM: Brad Connell �"?C-
James H. Gregson, Director
MEMORANDUM
Dee Freeman, Secretary
SUBJECT: Comments and Recommendations - CAMA Major Permit — Adams Creek
Marina, Carteret County
The following is my assessment and consequent recommendations of the above
referenced proposal: This proposed 10-slip docking facility extends 55' waterward into
300' wide body of water. This docking facility is landward of the Federal Harbor of
Refuge Setback and will not pose a hazard to navigation. This docking facility meets
the specific use standards set forth in 15A NCAC 07H .0208(b)(6). The proposed
bulkhead is consistent with the specific use standards set forth in 15A NCAC 07H
.0208(b)(7). The proposed excavation appears to be consistent with the specific use
standards set forth in 15A NCAC 07H .0208(b)(1). The proposed filling of the estuarine
ditch meets the specific use standards under 15A NCAC 07H .0208(b)(11). 1
However, this project does not appear to minimize impacts as set forth in the general\�y
use standards of 15A NCAC 07H .0208(a). The applicant already has an existing
impervious surface approach to the boat launch area. The applicant has not justified
the need for impacts to the Coastal Wetlands and Estuarine Waters with the culvert -
driveway crossing. The applicant has also not justified the need for such a long side -to ?�2
transient fuel docking facility, and the guide pilings leading to the boat ramp usurp publifG.
trust area unnecessarily.
ere Barrett, DCM
[ j n Ted Tyndall, DCM
JCL
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer— 50%, Recycled 110%, Post Consumer Paper

e��
NCDENR
North Carolina Department of Environment and Natural
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director
MEMORANDUM
DATE: October 12, 2009
Resources
Dee Freeman, Secretary
TO: Doug Huggett !"
THRU: Tere Barrett
FROM: Brad Connell
SUBJECT: Comments and Recommendations - CAMA Major Permit — Adams Creek
Marina, Carteret County
The following is my assessment and consequent recommendations of the above
referenced proposal: This proposed 10-slip docking facility extends 55' waterward into
300' wide body of water. This docking facility is landward of the Federal Harbor of
Refute Setback and will not pose a hazard to navigation. This docking facility meets
o -the specific use standards set forth in 15A NCAC 07H .0208(b)(6). The proposed
bulkhead is consistent with the specific use standards set forth in 15A NCAC 07H
.0208(b)(7). The proposed excavation appears to be consistent with the specific use
standards set forth in 15A NCAC 07H .0208(b)(1). The proposed filling of the estuarine
ditch meets the specific use standards under 15A NCAC 07H .0208(b)(11).
However, this project does not appear to minimize impacts as set forth in the general
use standards of 15A NCAC 07H .0208(a). The applicant already has an existing
impervious surface approach to the boat launch area. The applicant has not justified
the need for impacts to the Coastal Wetlands and Estuarine Waters with the culvert
driveway crossing, and this type of development has already been evaluated by the
NCDMF and the NCDWQ under NOV #08-40C, issued on October 15, 2008. The
applicant was required to restore the unauthorized development. Consequently, the
Morehead City District staff would recommend denial of the proposed driveway and
associated installation of culverts in the Coastal Wetlands and Estuarine Waters.
The applicant has also not justified the need for such an extensive side -to transient fuel
docking facility. The fueling and sewage pump -out services could be accommodated on
the same dock. The kayak launching dock in the boat basin also seems excessive.
Due to the swift tides of Core Creek and large wakes of the vessels that frequent this
portion of the ICW, kayaking or canoeing would be a treacherous endeavor. This
extraneous side -to dockage would elevate this proposal to be considered a marina'
--wherefore, possibly closing open shellfish waters and not meeting the specific use
standards set forth in 15A NCAC 07H .0208(b)(5)(E). The Morehead City District staff
would recommend that the length of the dockage be reduced. p, t`\~ 'k
400 Commerce Avenue, Morehead City, North Carolina 28557 6' I*D ("-�s
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

Core Creek Land Company, Inc.
October 12, 2009
Page 2 of 6
The guide pilings leading to the boat ramp usurp public trust area unnecessarily. The
two docks on either side of the boat ramp are sufficient to support the safe staging of
vessels utilizing the boat launching facility. Accordingly, the Morehead City District staff
would recommend the denial of the five independent guide pilings associated with the
boat ramp. Assuming that state and federal agencies agree, the Morehead City District
staff recommends the project be authorized as proposed, contingent upon the following
modifications and conditions:
1) The floating fuel dock is not to exceed 110' long, and must be separated a
distance of no less than 100' from the closest adjacent dock;
2) The construction and/or operation of the authorized facilities shall not directly
result in any closure of any waters that are open to the taking of shellfish. Any
such closure directly attributable to this facility will require that the permittee
undertake remedial actions to remedy the situation. Such actions may include,
but are not limited to, a removal of any unauthorized slips or mitigative measures
to eliminate the cause(s) of the closure;
3) The portable pump -out is to be sited at the floating fuel dock;
4) "Floating Dock D" is not to exceed 46' waterward;
5) Prior to the occupancy of any slips authorized under this permit, a marine pump -
out sewage disposal facility will be installed and operable, and maintained for the
life of the docking facility;
6) The docking facility will display a sign showing the location of the on -site pump -
out facility, including other appropriate waste disposal information, at the
entrance and exit from the main piers;
7) No sewage, whether treated or untreated, shall be discharged at any time from
any boats using the docking facility. Any sewage discharge at the docking facility
shall be considered a violation of this permit for which the permittee is
responsible. This prohibition shall be applied and enforced throughout the entire
existence of the permitted structure;
8) This permit authorizes only the docks, piers, and other structures and uses
located in or over the water that are expressly and specifically set forth in the
permit application. No other structure, whether floating or stationary, may
become a permanent part of this docking facility without permit modification. No
non -water dependent uses of structures may be conducted on, in or over public
trust waters without permit modification;
9) Any portion of the permitted access pier and docking facilities built over coastal
wetlands must not exceed six feet in width and must be elevated a minimum of

Core Creek Land Company, Inc.
October 12, 2009
Page 3 of 6
three feet over the wetland substrate as measured from the bottom of the
decking;
10)The authorized gazebo shall not be enclosed. Any material used on the sides
shall not obstruct view and must be permeable to air and water. Screen or wire
on the sides along with benches and knee walls are permitted. Lattice is
specifically excluded from being used under this authorization;
11)The roof of the gazebo shall not be designed for second story use;
12)The permittee will maintain the authorized work in good condition and in
conformance with the terms and conditions of this permit. The permittee is not
relieved of this requirement if he abandons the permitted activity without having it
transferred to a third party;
13)This permit does not authorize the interference with any existing or proposed
Federal project, and the permittee will not be entitled to compensation for
damage to the authorized structure or work, or injury which may be caused from
existing or future operations undertaken by the United States in the public
interest;
14)The permittee must install and maintain at his expense any signal lights or
signals prescribed by the U.S. Coast Guard, through regulation or otherwise, on
the authorized facilities. At a minimum, permanent reflectors should be attached
to the structure in order to make it more visible during hours of darkness or
inclement weather;
15)This permit authorizes a maximum of ten boat slips. At no time shall more than
ten vessels be moored or docked at the facility. The restriction of the number of
vessels shall apply to all marine vessel types, including but not limited to
motorboats, sailing vessels and personal watercraft;
16)ln no case shall the depth of excavation exceed the depth of connecting waters;
17)No excavated or fill material will be placed at any time in any vegetated wetlands
or marsh or surrounding waters outside of the alignment of the fill area indicated
on the work plan drawing(s);
18)AII excavated materials will be confined above mean high water and landward of
regularly or irregularly flooded marsh behind adequate dikes or other retaining
structures to prevent spillover of solids into any marsh or surrounding waters;
19)No spoil material is to be placed within 30 feet of the normal high water line,
except that which will be used to backfill the area behind the permitted bulkhead;

Core Creek Land Company, Inc.
October 12, 2009
Page 4 of 6
20)The bulkhead will not extend waterward more than 2 feet from the mean high
water level at any point along its alignment at the time of construction;
21)The bulkhead must be constructed prior to any backfilling activities;
22)The bulkhead must be structurally tight so as to prevent seepage of backfill
materials through the structure;
23)The fill material will be clean and free of any pollutants except in trace quantities.
Metal products, organic materials, or unsightly debris will not be used;
24)No backfill material is to be placed within 30 feet of the normal high water line,
except that which will be used to backfill the area behind the permitted bulkhead;
25)AII fill material to be placed below mean high water level will be confined behind
the permitted bulkhead;
26)ln order to protect water quality, runoff from the construction must not visibly
increase the amount of suspended sediments in adjacent waters;
27)The Division of Water Quality is currently reviewing the permit application to
determine if the project is in compliance with North Carolina's Water Quality
Certification program. The permittee must receive a Water Quality Certification
from DWQ prior to the initiation of any construction activities;
28)The permitted activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside of the area of construction or construction -
related discharge. Increases such that the turbidity in the waterbody is 25 NTU's
or less in all saltwater classes are not considered significant;
29)Appropriate sedimentation and erosion control devices, measures or structures
must be implemented to ensure that eroded materials do not enter adjacent
wetlands, watercourses and property (e.g. silt fence, diversion swales or berms,
sand fence, etc.);
30)A ground cover sufficient to restrain erosion shall be provided within the shorter
of 15 working or 30 calendar days of completion of any phase of grading on cut
or filled slopes;
31)An "as -built" survey depicting the structures' proximity to the Federal AIWW
Channel Setback and adjacent docks must be submitted to the Division within 60
days of completion of the project;
32)No attempt will be made by the permittee to prevent the free and full use by the
public of all navigable waters at or adjacent to the authorized work. Use of the

Core Creek Land Company, Inc.
October 12, 2009
Page 5 of 6
permitted activity must not interfere with the public's right to free navigation on all
navigable waters of the United States;
33)Approval of the structure was based on a determination that there would be no
obstruction to navigation. Under conditions existing within the AIWW, a
possibility exists that the structure may be damaged by wave wash from passing
vessels. Unreasonable slowing down of vessel traffic can not be required
because such an action would tend to nullify the navigational benefits on which
the AIWW was justified. Issuance of this permit should not be construed as
relieving the permittee of taking proper steps to ensure the structure and moored
boats will not be damaged by wave wash normally to be expected in the AIWW.
The permittee shall not hold the United States liable for any such damage;
34)The permittee understands and agrees that, if future operations by the United
States requires the removal, relocation, or other alteration of the structure or
work authorized by this permit, or if in the opinion of the Secretary of the Army or
his authorized representative, said structure or work shall cause unreasonable
obstruction to free navigation of the navigable waters, the permittee will be
required, upon due notice from the Corps of Engineers, to remove relocate or
alter the structural work or obstructions caused thereby, without expense to the
United States or the state of North Carolina. No claim shall be made against the
United States or the state of North Carolina on account of any such removal or
alteration.
NOTE: Any proposal to add one or more additional boat slips to the authorized
10-slip facility will require that the docking facility be classified as a
marina, and will therefore require a review under the N.C. Environmental
Policy Act (NCEPA).
NOTE: Permanent reflectors should be attached to the structure in order to make
it more visible during hours of darkness or inclement weather.
NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at
[phone] to discuss operations and appropriate lighting, markers,
etc. for all dredge equipment.
NOTE: Due to the proximity of the AIWW, boats utilizing the docking facility will be
subject to frequent wave wash from passing vessels. The issuance of this
permit does not relieve the permittee from taking all proper steps to
ensure the integrity of the structure and the safety of moored boats. The
permittee shall not hold the State of North Carolina or the United States
liable for any damage to the structure or moored boats.
NOTE: This permit does not eliminate the need to obtain any additional state,
federal or local permits, approvals or authorizations that may be required.

Core Creek Land Company, Inc.
October 12, 2009
Page 6 of 6
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 high water level.
NOTE: The permittee and his contractor are urged to meet with a representative
of the Division prior to project initiation.
NOTE: This permit does not convey any rights, either in real estate or material.
CC: Tere Barrett, DCM
Ted Tyndall, DCM