20231410 Ver 1_CAMA Application_20231017

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Envranmen ral
Quality
1. APPLICANT'S NAME: Core Creek Development Partners LLC
2. LOCATION OF PROJECT SITE: 149-155 Dickinson Lane Beaufort, NC 28516
Longitude:-76.68965 Latitude: 34.82892
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
9/18/2023
Site Visit
Yes
5. PROCESSING PROCEDURE:
Application Received
Application Complete I
Regional Office
10/11/2023
10/11/2023
1 DCM - Morehead City Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Carteret County
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Coastal Shoreline, Estuarine Shoreline, Public Trust Shoreline,
Coastal Wetlands, Public Trust Areas, Estuarine Waters
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment:
Existing: N/A
Planned: N/A
(F) Type of Structures:
Existing: Boat ramp, Basin, Boat lift, Pier or dock, Bulkhead(wood), Riprap
Planned: Boat ramp, Bridges and Culverts, Bridge, Culvert, Disposal area, Basin,
Marina expansion, Boat basin(slip), Boat lift, Finger pier, Pier or dock, Platform,
Bulkhead(vinyl), High ground disturbance, Highway/street, Parking lot
(G) Estimated Annual Rate of Erosion: 0
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED (ft2)
FILLED (ft2)
OTHER (ft2)
A Open Water
0
0
0
(B) CW's above NHW
0
0
0
C CW's below NHW
0
0
0
(D) Shallow Bottom
0
0
0
E High Ground
38983
29500
23745
F Non -Coastal WL
0
0
0
(E) Total Area Disturbed: 92228 ft2
(F) Primary Nursery Area: No
(G) Water Classification: HQW: High Quality Waters; SA: Market Shellfishing, Tidal
Salt Water
Field Investigation Report: Core Creek Development Partners LLC
DCM Major Permit
Page 11

Open to Shellfishing: No
Field Investigation Report: Core Creek Development Partners LLC
DCM Major Permit
Page 12

8. PROJECT SUMMARY:
The proposed development is to dredge upland basin 470' in length, with an average width of
80', and an average depth of-6'NLW. This marina basin would support 32 formalized boat
slips, 27 of the boat slips would be 13'x13' boat lifts, and the remaining 5 would be 8'xl F
articulated elevator lifts. The twenty-seven 13'x13' boat lifts would have a total of fourteen
3'x25' finger piers associated with them. A total of 1,850 linear feet of vinyl bulkhead is
proposed for shoreline stabilization. The existing 20'x40' boat ramp would be replaced in the
same footprint, along with its 6'x40' adjacent staging pier. The 6 existing docking facilities
that encroach in the federal channel setback would be removed and placed in the current
existing basin along with a 14'x 14' fixed platform and six 3'x22' finger piers. A new 20'x267'
access way with two 6'-wide culverts to traverse the existing drainage ditch is proposed to
improve vehicular access. An "L" shaped parking lot (0.45 acres) for approximately 32
vehicles is proposed for parking on site.
9. NARRATIVE DESCRIPTION:
The applicant owns approximately 11 acres of adjoining properties adjacent to Core Creek
along Dickinson Lane near Beaufort, Carteret County. The applicant wishes to develop the
property with an upland basin marina in order to address increasing demand for access to
Public Trust Waters. The adjacent riparian properties are developed with single family
residential dwellings. This site is currently developed with single family residences,
outbuildings, docking facilities, an upland boat basin with a boat ramp, a wooden bridge
crossing, and gravel drive access. The vegetation on site consists mainly of lawn grasses, pine
trees, and black needle rush. Upland elevations range from +3 to +6 feet msl. Core Creek
bottom elevations within the project area range from -2 to —10 feet NLW. The bottom substrate
is firm. The proposed structures would be approximately 120 feet landward of the 80' USACE
setback from the AIWW. These waters have an approximate +/-2' lunar tidal amplitude.
10. PROJECT DESCRIPTION:
The existing 11 acres (479,160sgft) tract is located at 149-155 Dickinson Lane, Beaufort, NC
28516 in Carteret County. The site is bordered by Core Creek to the west. The property is
currently accessed by Dickinson Lane but is proposed to have access from Waterway Drive as
well. The property shoreline is partially stabilized with riprap and bulkheads. This site is
currently developed with single family residences, outbuildings, docking facilities, an upland
boat basin with a boat ramp and associated pier, wooden bridge crossing, and gravel drive
access. The vegetation on site consists of lawn grass, pine trees, and black needle rush. The
upland elevations range from +3 to +6 feet MSL.
The applicant has requested to excavate an upland basin marina adjacent to Core Creek. The
basin shoreline would be stabilized by vinyl bulkhead. The applicant also wishes to relocate the
existing boat slips that are encroaching into the federal channel setback into the existing basin
on site. As a part of this proposal, a dilapidated wooden bridge would be replaced with a
culverted asphalt vehicular crossing. The upland basin would be sited near the southwestern
portion of the site. This marina basin would be approximately 470' in length and average about
80' in width. The proposed excavation would average approximately -6' NLW deep. The
excavated spoils would be contained entirely on site, on adjacent (& previously disturbed) high
Field Investigation Report: Core Creek Development Partners LLC
DCM Major Permit
Page 13

ground areas over 100 feet east of the eastern terminus of the proposed basin. This spoil
deposition area is estimated to encompass approximately 29,500 square feet. The excavated
spoil material would be contained and dewatered in this area. Effective sedimentation and
erosion control measures will be utilized to prevent materials from entering any adjacent
wetlands &/or water courses. This spoil material would then be used on site to level the uneven
ground for the underlayment of the proposed parking areas (discussed below) and for the
proposed bulkhead backfill. The proposed marina basin would support 32 formalized boat
slips. These slips would primarily be sited along the southern shoreline of the basin. Twenty-
seven slips would be supported by 13' x 13' boat lifts, and the remaining five slips at the
eastern terminus of the basin would be supported by 8' x I F articulated elevator lifts
immediately adjacent to the basin bulkhead. The proposed 27 boat lifts would be accessed via
14 finger piers. These fixed finger piers would be 3' x 25'. There is a basin onsite already and
that along with all the new development will be stabilized with 1,850 linear feet of vinyl
bulkhead.
The existing 20' x 40' concrete boat ramp would be replaced in the same footprint, along with
its 6'x40' adjacent staging pier. The existing docking facilities that encroach into the federal
channel setback would be demolished and those six boat slips would be reconstructed within
the existing basin. These six boat slips would be supported by 13' x 13' boat lifts and 3' x 22'
fixed finger piers. There would be two 5' x 60' boardwalk platforms immediately landward of
the bulkhead in order to accommodate fish cleaning stations and dock boxes. There would also
be a 14' x 14' fixed platform in the northeast corner of the existing boat basin.
The two residential dwellings that encroach into the USACE maintenance right-of-way would
be demolished as a part of this proposal. The applicant is proposing to improve a vehicular
access connection to the remaining dwelling. This asphalt access would be 20' x 267' and
would traverse a man-made estuarine feature via two 6'-wide culverts. This would connect the
southern terminus of Waterway Drive to the northern terminus of Dickinson Lane. An asphalt
parking area is also proposed 30' south of the proposed marina basin. This "L" shaped lot
would fill approximately 0.45 acres of high ground and support 32 vehicles.
The waters of Core Creek adjacent to the project area are classified as "SA, HQW" by the
Division of Water Resources. There are no nearby Primary Nursery Areas. According to the
maps provided by the Shellfish Sanitation Section of the NC Division of Marine Fisheries, the
waters of Core Creek adjacent to the property are predominately closed to shellfish harvesting.
No SAV were observed within the project area. The bottom substrate is firm. The proposed
structures would be approximately 120 feet landward of the 80' USACE setback from the
AIWW. These waters have an approximate +/-2' lunar tidal amplitude.
11. ANTICIPATED IMPACTS:
The upland basin would incorporate 38,983 square feet of high ground to be excavated and the
spoil material would impact 29,500 square feet of high ground area while it dewaters. The
parking area and new accessway would impact 23,745 square feet of high ground. There would
be 1,850 linear feet of bulkhead with backfill impacting the high ground. There would be no
Field Investigation Report: Core Creek Development Partners LLC
DCM Major Permit
Page 14

impacts to wetlands, shellfish or SAV resources. There should be no hazard to navigation.
Name: Richard Mahoney Date: 10-17-2023 Office: DCM - Morehead City Regional Office
Field Investigation Report: Core Creek Development Partners LLC
DCM Major Permit
Page 15

Project Narrative
The applicant owns approximately 11 acres of adjoining properties adjacent to Core Creek
along Dickinson Lane near Beaufort, Carteret County. The Carteret County Land Use
Plan has classified this area as Rural with Services, with CAMA AEC's classified as
Conservation. The applicant wishes to develop the property with an upland basin marina
in order to address increasing demand for access to Public Trust Waters. The adjacent
riparian properties are developed with single family residential dwellings.
This site is currently developed with single family residences, outbuildings, docking
facilities, an upland boat basin with a boat ramp, a wooden bridge crossing, and gravel
drive access. The vegetation on site consists mainly of lawn grasses, pine trees, and Coastal
Wetland plant species. Upland elevations range from +3 to +6 feet msl.
Core Creek waters are classified as SA. None of the project area is within PNA; it does not
have submerged aquatic vegetation, and is closed to the harvest of shellfish. Bottom
elevations within the project area range from -2 to —10 feet nlw. The bottom substrate is
firm. Proposed structures will be approximately 120 feet outside of the 80' USACE setback
from the AIWW. These waters have an approximate +/-2' lunar tidal amplitude.
The applicant is requesting to excavate an upland basin marina adjacent to Core Creek.
The basin shoreline would be stabilized by vinyl bulkhead. The applicant also wishes to
relocate the existing boat slips that are encroaching into the federal channel setback into
the existing basin on site. As a part of this proposal, a dilapidated wooden bridge would be
replaced with a culverted asphalt vehicular crossing.
The upland basin would be sited near the southwestern portion of the site. This marina
basin would be approximately 470' in length and average about 80' in width. The proposed
excavation would average approximately -6' NLW deep. The excavated spoils would be
contained entirely on site, on adjacent (& previously disturbed) high ground areas over 100
feet east of the eastern terminus of the proposed basin. This spoil deposition area is
estimated to encompass approximately 29,500 square feet. The excavated spoil material is
to be contained and dewatered in this area. Effective sedimentation and erosion control
measures will be utilized to prevent materials from entering any adjacent wetlands &/or
water courses. This spoil material would then be used on site to level the uneven ground for
the underlayment of the proposed parking areas (discussed below) and for the proposed
bulkhead backfill.
The proposed marina basin would support 32 formalized boat slips. These slips would
primarily be sited along the southern shoreline of the basin. Twenty-seven slips would be
supported by 13' x 13' boat lifts, and the remaining five slips at the eastern terminus of the
basin would be supported by 8' x 11' articulated elevator lifts immediately adjacent to the
basin bulkhead. The proposed 27 boat lifts would be accessed via 14 finger piers. These
fixed finger piers would be 3' x 25'.
The existing basin and adjacent shoreline towards the northwestern portion of the site
would be stabilized with vinyl bulkhead. In total, 1,850 linear feet of vinyl bulkhead is
being proposed as a part of this project. The existing 20' x 40' concrete boat ramp would
be replaced in the same footprint, along with its adjacent staging pier. The existing docking

facilities that encroach into the federal channel setback would be demolished and those six
boat slips would be reconstructed within the existing basin. These six boat slips would be
supported by 13' x 13' boat lifts and 3' x 22' fixed finger piers. There would be two 5' x 60'
boardwalk platforms immediately landward of the bulkhead in order to accommodate fish
cleaning stations and dock boxes. There would also be a 14' x 14' fixed platform in the
northeast corner of the existing boat basin.
The two residential dwellings that encroach into the USACE maintenance right-of-way
would be demolished as a part of this proposal. The applicant is proposing to improve a
vehicular access connection to the remaining dwelling. This asphalt access would be 20' x
267' and would traverse a man-made estuarine feature via two 6'-wide culverts. This would
connect the southern terminus of Waterway Drive to the northern terminus of Dickinson
Lane. An asphalt parking area is also proposed 30' south of the proposed marina basin.
This "L" shaped lot would fill approximately 0.45 acres of high ground and support 32
vehicles.

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Core Creek Development Partners LLC
Mailing Address: ini e+,^-4 c, „a„ 4 -7nn
Raleigh, NC 27601-2173
Phone Number: [phone]
Email Address: [e-mail]
I certify that I have authorized Brad Connell, dba American Environmental Consulting
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: private residential upland marina basin
at my property located at Dickinson Lane, Beaufort, NC 28516
in Carteret County.
/ furthermore certify that / am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
2L
Print or Type Name
Ow Alt✓L
Title
9 / 2`), / Z>
Date
This certification is valid through 08 /01 /2024

8/29/23, 12:16 PM
Gmail - Pre -Filing Meeting Request
mail
Pre -Filing Meeting Request
1 message
American Environmental
<[e-mail]>
American Environmental Tue, Aug 29, 2023 at
<[e-mail]> 12:16 PM
To: 401 [e-mail]
Cc: American Environmental <[e-mail]>
wish to request a pre -filing meeting on behalf of my client,
Core Creek Development Partners LLC, at your earliest
convenience. This proposal is for the excavation of an upland
residential marina basin adjacent to Core Creek on Dickinson
Lane, Carteret County.
Respectfully,
Brad Connell
American Environmental Consulting
https://mail.google.com/mail/u/0/?ik=73a358d3O3&view=pt&search=all&permthid=thread-a: r5755720490991966050&simpl=msg-a:r792124308373018... 1 /1

CAMA PERMIT
APPLIED FOR
PROJECT: Applicant is proposing to dredge upland
basin, add docking structures and boatlifts, replace
current boat ramp, add a new road access, and add
parking area
COMMENTS ACCEPTED THROUGH 11-012023
APPLICANT:
Core Creek Development Partners
LLC
c/o Brad Connell
301 Fayetteville Street
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Richard Mahoney - DCM
400 Commerce Ave.
Morehead City, NC 28557

1901 i ixelsal.7:149[rr1►1 ixelsal:1111-KelMal 0MON
Karen S. Hardesty
Carteret County, NC
July 19, 2023 11:31 A9 AM
DEED # Pages: 3
Fee;$26,00 NC Revenue Stamp-,$2,400,00
FILE # 1804265
Prepared by: Debra Whaley, Attorney at Law 301 Commerce Avenue, Ste. 102, Morehead City, NC 28557
Return to: Debra Whaley, Attorney at Law
Parcel #:6490.03.30.0445000 & 6490-03.30.1611000
Stamps: $2,400
NORTH CAROLINA GENERAL WARRANTY DEED
This Deed made this the A day of , 2023, by and between:
vhn Wallace Dickinson and wife, Ka y Dickinson
(hereinafter referred to as Grantor);
and
Core Creek Development Partners, LLC
North Carolina Limited Liability Company
�.i.�►�+i 1G �J..: �it�-� I�Cif�. �I v+I.�, . +<,G c'��(.P (� �
to as Grantee).
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine, or neuter as
required by context.
A IMWIIII
That Grantor, for valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land situated in Carteret County, North
Carolina, and more particularly described as:
(SEE ATTACHED "EXHIBIT A")
BEING the same property previously conveyed in Deeds recorded in Book 769, page 135 and
Book 457, Page 162.
Page l of 3
submitted electronically by "Debra Whaley, Attorney at Law"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Carteret county Register of Deeds.

1804265
This conveyance _ is or _ is not the primary residence of the Grantors.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all 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 title is marketable and free and
clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter stated: 2023 ad valorem
taxes: utility easements and unviolated restrictions.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed in their
names, the day and year first above written.
w
i f r i
_ (SEAL)
John Wallace Dickinson
i r
(SEAL)
Kathy Dickinson
STATE OF C—
COUNTY OF
a Notary Public of the aforesaid County
and State do hereby certify that John Wallace Dickinson and Kathy Dickinson personally came
before me this day and acknowledged the due execution of the foregoing instrument for the
purposes therein expressed.
IA4
Witness my hand and seal this A day of, 2023.
My commission Expires: U "lW I
Notary Publit
Print Name:
Page 2 of 3

1804265
EXHIBIT A
All that certain tract or parcel of land lying and being situate in Carteret County, North Carolina
and more particularly described as follows:
Being all of Tract 3 and 2 as shown on map entitled "Lot Split and Recombination of Existing
Parcels on Dickinson Property" as recorded in Book 33, Page 238, Carteret County Registry.
Page 3 of 3

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ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
Carteret News Times
Re: Public Notice
Dear Sir:
NORTH CAROLINA
Environmental Quality
10/18/2023
Please publish the attached Notice in the October 22, 2023 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 Amanda Cannon, NC Division of Coastal
Management, [e-mail].
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Morehead City office.
Sincerely,
Amanda Cannon
Coastal Management Representative
Enclosure
cc: Heather Styron, District Manager
Gregg Bodnar, Major Permits Coordinator
D EQ �� North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
NORTH CAROLINA
oePenmemmennonmemeioumN /� 252.515.5400

NOTICE OF FILING OF APPLICATION FOR CAMA
The Department of Environmental Quality hereby gives public notice as required by NCGS
113A-119(b) that an application for a development permit in an Area of Environmental
Concern as designated under the CAMA was received complete on 10/11/2023. According
to the application submitted by Core Creek Development Partners LLC proposes to
construct a marina at 149-155 Dickinson Ln, Beaufort, Carteret County. A copy of the
entire application may be examined or copied at the office of Rich Mahoney, NC Division of
Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, [phone]
during normal business hours. Comments mailed to Braxton C. Davis, Director, Division of
Coastal Management, 400 Commerce Avenue, Morehead City, N.C. 28557, prior to
11/22/23 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: 10/22/2023
D EQ �� North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
NORTH CAROLINA
oePenmemmennonmemeioumN /� 252.515.5400

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONIWAIVER FORM
CERTIFIED MAIL • RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property owner: Core Creek Development Partners LLC
Address of Property:
149-155 Dickinson Lane, Beaufort, NC 28516
Mailing Address of owner: 301 Fayetteville Street, Suite 1700, Raleigh, NC 27601-2173
Owner's email:
Owner's Phone#:
Brad Connell, American Environmental Consulting LLC 269-5570
Agent's Name: Agent Phone#: 252 )
Agent's Email:
[e-mail]
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying forthis
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions must be provided with this letter.
I DO NOT have objections to this proposal. >( I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 400 Commerce Ave., Morehead City, NC 28557. DCM representatives can also be contacted
at [phone]. No response is considered the same as no objection if you have been notified by
Certified Mail
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must slan
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property
-OR-
C,
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO: Jean McKenrick
Mailing Address of ARPO: 403 HICKORY ROAD, GOLDSBORO, NC 27534
ARPO's email:
ARPO's Phone#: q I(� `77S`446IJ
Date: �i-2S 9OZ3 *waiver is valid for up to one year from ARPO's Signature*
V,PRI). D Revised July 2021

September 25,2023
TO: N. C. Div. of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
FROM: Jean McKenrick
403 Hickory Road
Goldsboro, NC 27534
RE: Adjacent riparian property owner's certification
Gentlemen:
Without further information, I object to the proposed development of the referenced
Project.
Information provided to me does not show intended development of the property.
�
Y�]/ouurrs. truly,
Jean McKteric
Attachment
FC�`VO---,n
A Y

I.
N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL - RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: Core Creek Development Partners LLC
Address of Property: 149-155 Dickinson Lane, Beaufort, NC 28516
Mailing Address of owner: 301 Fayetteville Street, Suite 1700, Raleigh, NC-27601-2173
Owner's email:
Owner's Phone#:
Brad Connell, American Environmental Consulting LLC
Agent's Name: Agent Phone#: [phone]
Agent's Email: [e-mail]
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying forthis
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions must be provided with this letter,
I DO NOT have objections to this proposal. l DO have objections to this proposa .
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 400 Commerce Ave., Morehead City, NC 28557. DCM representatives can also be contacted
at [phone]. No response is considered the same as no objection if you have been notified by
Certified Mail.
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must beset back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
not wish to waive the 15' setback requirement (initial the blank)
Typed/Printed name of ARPO: Mr. Charles
Mailing Address of ARPO: 3500 ROCK CREEK DRIVE, RALEIGH NC 27609
ARPO's email:
Date:
ARPO's Phone#: [phone]
`waiver is valid for up to one year from ARPO's Signature*
IRF,rcEIVIED
SEP 2,� 2023
Revised July 2021

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U.S. Fish and Wildlife Service
National Wetlands Inventor
August 30, 2023
Wetlands
❑ Estuarine and Marine Deepwater ❑
❑ Estuarine and Marine Wetland
Core Creek Development Partners LLC
This map is for general reference only. The US Fish and Wildlife
Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
Freshwater Emergent Wetland
Lake
be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
Freshwater Forested/Shrub Wetland
❑ Other
Freshwater Pond
❑ Riverine
National Wetlands Inventory (NWI)
This page was produced by the NWI mapper

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Sheet 1 of 3 �'�CAR°~ 9/17/2023
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Acreage Text compiled from recorded deeds, plats, and other public
records and data. Users of this information are hereby
Lot Numbers Text notified that the aforementioned public primary information
sources should be consulted for verification of the
— State Maintained Rds information contained on this site. Carteret County assumes
no legal responsibility for the information contained on this
site. Carteret County does not guarantee that the data and
— Road Centerlines map services will be available to users without interruption or
error. Furthermore, Carteret County may modify or remove N
Tax Parcels Project Site map services and access methods at will. we
Fire Hydrants
1:2, 597

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September 2, 2023 The information displayed by this website is prepared for the
inventory of real property found within this jurisdiction and is
Acreage Text compiled from recorded deeds, plats, and other public
records and data. Users of this information are hereby
Lot Numbers Text notified that the aforementioned public primary information
sources should be consulted for verification of the
— State Maintained Rds information contained on this site. Carteret County assumes
no legal responsibility for the information contained on this
site. Carteret County does not guarantee that the data and
— Road Centerlines map services will be available to users without interruption or
error. Furthermore, Carteret County may modify or remove N
Tax Parcels Project Site map services and access methods at will. we
Fire Hydrants
1:2, 597

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j
Note: Proposed dock & bulkhead structures not shown
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in accordance with municipal building standards & codes.
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12'across
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Care Creek
Development
Partners LLC
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Care Does Oeuebpment Partners Ll[
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sficu
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