109-23 Talbert, Trent

0000077677C77560000700E00000007CC56706E0E 000000067576506600000000000000000006000*000E000007E650656000EEE000000 200 00 70C 0009090{00060C 0006P400000 00000660EE6000000C60C 000..00
Permit Class Permit Number
NEW 109-23
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
1crmtt
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 1 13-229
Issued to Trent Talbert, 2213 Washington Acres Road, Hampstead, NC 28443
Authorizing development in Pender County at adj. to AIWW at 2213 Washington Acres
Road, in Hampstead , as requested in the permittee's application dated 5/23/23 (MP-1, MP-4), and 6/6/23 (MP-
2), including work plan drawings (5) Sheets 1-5 of 5 dated 5/25/23, and "Spoil Disposal Area", dated 4/26/23.
This permit, issued on September 25, 2023 , 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 civil or criminal penalties; or may cause the permit to be null and void.
Docking Facility Expansion
1) This permit authorizes only the docks, piers, boatlifts, 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 shall be conducted on, in or over Public
Trust waters without permit modification.
2) This permit authorizes 4 additional formalized boat slips for a maximum of 5 formalized boat slips at
this docking facility.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other Signed by the authority of the Secretary of DEQ and the Chair
qualified persons within twenty(20)days of the issuing date. of the Coastal Resources Commission.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance. ,r _
Any maintenance work or project modification not covered
hereunder requires further Division approval. For Braxton C. Davis, Director
All work must cease when the permit expires on Division of Coastal Management
September 25, 2028 This permit and its conditions are hereby accepted.
In issuing this permit,the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee

Trent Talbert Permit No. 109-23
Page 2 of 5
ADDITIONAL CONDITIONS
3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
mooring. Any sewage discharged at the mooring 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.
4) No portion of the authorized docking facility, including tie piles, shall extend more than one quarter of
the width of the water body. Measurements to determine width of the water body shall be made from the
normal high-water line or the waterward edge of any coastal wetland vegetation which borders the water
body, whichever is more restrictive.
5) The permittee shall 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 minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
6) 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.
7) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation and shall not exceed the dimensions shown on the attached permit drawings.
Boat Basin/Channel Excavation
8) No excavation shall take place outside of the area indicated on the workplan drawings.
9) Excavation shall not exceed -4 feet below the normal low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
10) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
11) No excavated or fill material shall be placed at any time in any vegetated wetlands/marsh or surrounding
waters outside of the alignment of the fill area indicated on the workplan drawing(s).
12) No excavation shall take place within 10 feet of any Coastal Wetlands.
13) 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 recent of a
spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to the
N.C. Division of Water Resources at(919) 733-5083, Ext. 526 or(800) 662-7956 and provisions of the
North Carolina Oil Pollution and Hazardous Substances Control Act will be followed.
Dredge Material Disposal
14) No dredge material shall be placed within 30 feet of the normal high-water line, except that which will
be used to backfill the area behind the permitted retaining wall, once properly dried.

Trent Talbert Permit No. 109-23
Page 3 of 5
ADDITIONAL CONDITIONS
15) 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 marsh or surrounding waters. The barriers shall be maintained and functional until the
site is graded and stabilized.
16) Dredge material from the authorized dredge footprint shall be dewatered before use as backfill. All
remaining backfill material shall be obtained from a high ground source and confined behind the
permitted retaining wall.
17) The dredge material disposal area shall be inspected and approved by a representative of the Division of
Coastal Management prior to the commencement of any dredging activities.
18) The permittee and/or their contractor shall take all necessary precautions to ensure that the dredge
material is properly contained during transport to the disposal site, and that all the proper coordination
has taken place with the local or state governments to ensure that any damage to public streets caused by
transport of the dredge material has been addressed.
Maintenance Clause
19) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of
any maintenance excavation work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross-hatching indicating the area to be maintained, the
area to be used for dredge material disposal, and the estimated amount of material to be removed.
The location, design and holding capacity of the dredge material disposal site shall be approved
by a representative of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
Shoreline Stabilization - Retaining Wall
20) The retaining wall shall be constructed in accordance with the alignment depicted on the attached
workplan drawings.
21) No vegetated wetlands or open water shall be excavated or filled, even temporarily, outside of the
approved retaining wall alignment.
22) The alignment of the authorized retaining wall shall be staked by the permittee and verified by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the start of
construction.
23) The retaining wall shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet
piles, or other suitable materials approved by Division personnel.
24) The retaining wall shall be constructed prior to any backfilling activities.

Trent Talbert Permit No. 109-23
Page 4 of 5
ADDITIONAL CONDITIONS
25) The retaining wall shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
26) This permit does not authorize any excavation waterward of the approved alignment.
27) The fill material shall be clean and free of any pollutants except in trace quantities.
28) Unless altered herein, all backfill material shall be obtained from a high ground source and confined
behind the permitted retaining wall.
29) No backfill material is to be placed within 30 feet of the normal high-water level, except that which will
be used to backfill the area behind the permitted retaining wall.
30) All fill material to be placed below normal high-water level shall be confined behind the permitted
retaining wall.
Offshore Sill
31) The sill shall be positioned no more than two (2) feet waterward of the waterward edge of existing
emergent wetlands at any point along its alignment.
32) The height of the permitted sill shall not exceed six inches above the normal high-water level.
33) The sill shall be constructed with an equal gap between each sheathing board totaling at least one inch of
open area for every linear foot of sill. The sill shall have at least one, five-foot opening at every 100 feet.
34) The permitted sill shall be constructed of treated wood, plastic lumber, metal or vinyl sheet piles or other
suitable materials approved by Department personnel.
35) Sills shall be marked at 50-foot intervals with yellow reflectors extending at least three feet above
normal high-water.
36) No backfill of the sill or any other filling of wetlands, estuarine waters, public trust areas or high ground
is authorized by this permit.
37) Sill sections shall be setback 15 feet from the adjoining property lines and the riparian access dividing
line.
USACE Conditions
38) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at https://www.fws.gov/raleigh/pdfs/ManateeGuidelines20I7.pdf.
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Trent Talbert Permit No. 109-23
Page 5 of 5
ADDITIONAL CONDITIONS
Sedimentation and Erosion Control
39) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
40) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses or properties.
41) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately
landward of the retaining wall cap immediately following completion of backfilling activities.
General
42) 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.
43) All construction debris associated with the removal or construction of the permitted development shall
be contained within the authorized project area and disposed of in an approved upland location.
F.
44) The permittee and/or their contractor shall meet with a representative of the Division prior to project
initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers authorized the project by way of Programmatic General
Permit 198000291 (Action ID SAW-2023-01175). •
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of Individual
Water Quality Certification 006182 and assigned the project DWR Project No. 20230796.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at(910) 796-7215 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: An application processing fee of$400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

DIVISION OF COASTAL MANAGEMENT :T~. -IED
APPLICATION TRANSMITTAL AND PROCESSING RECORD
I
APPLICANT: Trent Talbert COUNTY: Pender
.J!il'i I1 & /2023
PROJECT NAME: 2213 Washington Acres Road DCM cw.'y
LOCATION OF PROJECT: 2213 Washington Acres Rd, adj. to Mill Creek,Hampstead �e
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 6-6-23
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: N/A
FIELD REPRESENTATIVE: Dail DISTRICT OFFICE: WILMINGTON
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: S400(60/40) #9798
APPLICATION ASSIGNED TO: Luck
PUBLIC NOTICE REC'D: 6-15-23 END OF NOTICE DATE: 7-6-23
ADJ. RIP. PROP NOTICES REC'D: DEED REC'D: Yes
C) 75 DAY DEADLINE: 8-20-23 150 DAY DEADLINE:
HOLDS:
MAIL OUT DATE: 6-9-23 STATE DUE DATE: 7-6-23
PERMIT FINAL ACTION: ISSUE DENY
AGENCY DATE NOTES
COMMENTS OBJECTIONS:
RETURNED YES NO
I DCM-Field Rep 0 y 61SO 4
DCM-LUP Consistency Determination 6/Z6 /`
Local Permit Officer
Corps of Engineers-Regulatory Branch i 7113 X M i 90- 10112-011 4 5
DWR-401 Section 111Q) XI ' l01S'L / 2000 i oDWR-Public Water Supply 6/t0 X el CaMvv‘(IAA-
; DEMLR-Stormwater
j DEMLR-Sed and Erosion �/Z 2 Re Cc ^nv�t�
i
1 DOA-State Property Office
Wildlife Resources Commission 7/751)
‘ Ct_b_ CO foVIWAVY
DMF-Shellfish Section bin no Chv►,,vv e v \-
DMF-Habitat& Enhancement CI PA ' 10M iN ileik SNA- _
DNCR-Archives& History 6/. 0 X 00 COvhmenl-
DNCR-Natural Heritage Program 1
NCDOT
d
NC Dept of Commerce ! Cj I Y I 116 ce-m rne►1/r--

12 NJ
DCM Coordinator: Cameron Luck County:
Permit#: V1'1 t9
WIRO E-MAIL DISTRIBUTION SHEET
Circle o e: Bio Rep / ermit for: �Yt vk )cal 7€'V
Oversize sent:
DCM Offices:
Ril 0(--'
Morehead City: PT (if oversize) via Courier 1
`cc Cam& Amanda on group email w/ bio.narr.app.drawings, deed, comment sheet '1/
*MHC documents (Cam &Amanda)
Wilmington: Original hard-copy ,Jj
ONLY USACE& DWR(Wiro). Sylit Sheet Fee Chart(No recommendations)
USACE Wilmington: Li Hair(Pender& Carteret Co): PN, CL, Reports, Split Sheet
use both [e-mail] (NH/BR): PN, CL, Reports, Split Sheet
q-(NH/BR: PN, CL, Reports, Split Sheet
Div of Water Resources: :..1ur'•:-r-401 (BR/NH): PN, CL, Reports, Split Sheet
.• ley Snider-401 (PN/ON —Surf City): PN, CL, Reports, Split Sheet
Div of Water Resources: Sh-eri Montalvo for Karen Higgins: PN, CL, Reports, Split Sheet
9iroline Baker: PN, CL, Reports, SplitSheet
.."Mich el Meilinger,jtraining with Holley—send all until further notice)
t- e — -
Marine Fisheries: Kim Har ms
ing
/
DCM Planner/WiRO: NA/like Christenbury_
Cultural Resources: v Renee Gledhill-Earley Environmental.Review(c�ncdenr.gov_
Natural Heritage Prog. ' dney Butler
DCA-Rural Eco. Dev: V(ee Padrick (Ipadrick ci commerce.nc.gov)
NC DOT: "avid Harris
Wildlife Resources: �Maaria Dunn w/Reports
State Property Office: dim Walton: DEED
✓✓✓Mike Moser
anda Hilliard, Real Property Agent(Bio Reports only)
Shellfish Sanitation: remy Humphrey (Bio)/
'Andrew Haines
DEMLR: ristine Hall Stormwater Section
7n Sams- Land Quality Section
Public Water Supply: `'Heidi Cox
City of Wilmington: _ ; „---_ .�/�
Enforcement: Field Rep: /a511)1A/ %�z-
Co. LPO
1\/ 0\ RECEIVED
Agent: JUN 0 9 2023
DISTRIBUTED: " 1 277 r)G D rrry
Updated 03-2023 CAMA/Shaun majors docs/e'Agency List

RECOMMENDATIONS FOR: Trent Talbert
The construction of the docking facility would provide docking space for up to four(4)
additional vessels at the existing one-slip docking facility, resulting in the creation of five (5)
slips. As proposed,the project would be CONSISTENT with the use standards set forth in
NCAC 071-I .0208(b) (6), including the eight-square foot rule and the pier-width rule. With
exception of the walkway and upland decking, all other structures would be located entirely over
open water. The excavation would disturb approximately 5,500 sq. sf. of previous undisturbed
and shallow bottom habitat, and approximately 900 sq. ft. of previously disturbed shall bottom
habitat. The proposed work appears to be consistent with 15A NCAC 07H .0208(b) Specific Use
Standards for dredging. This office has NO OBJECTION to the proposed work provided it is
consistent with all other state and federal permitting requirements.
Any permit issued should be conditioned to require a 10' setback from any wetland areas in
terms of establishing a dredge foot print, and should also include the standard conditions
preventing"double handling" of material.
Include standard conditions for breakwater walls and require that the breakwater wall shall not
be installed in any wetlands, nor exceed a height of 12" above normal high water.
RECEIVED
JUN 09 Z923
,D_E Q North Carolina Department of Environmental Quality I Division of Coastal Mader D CITY
Wilmington Office 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
OM /' 910.746.7215

1
RIMY C:O(')i ER 5 , i , ,,.
(:ncwr0rr
ELIZABETH S.RISFk ? �
BRAXTON DAVIS
f),,--,,,
June 9,2023
MEMORANDUM:
FROM: Cameron Luck,Assistant Major Permits Coordinator
NCDEQ-Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax:[phone](Courier 11-12-09)
[e-mail]
SUBJECT: CAMA/D&F
Applicant: Trent Talbert
Project Location: 2213 Washington Acres Rd., adj. to manmade canal/Mill Creek, Hampstead,
Render County
Proposed Project: The applicant proposes to expand an existing docking facility by creating four(4)
additional slips(totaling five boat slips),install a vertical vinyl breakwater/sill,
bulkhead and new excavation within an existing boat basin/canal within Mill
Creek.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by July 6, 2021 If you have any questions
regarding the proposed project, contact Jason Dail at(910)796-7221 when appropriate,in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
X 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.
RECEIVED
PRINT NAME Lee Pad rick
JUN 0 9 2023
AGENCY NC Commerce MP SECTION
DCM MHD CITY
SIGNATURE ax DATE 6-9-23

Received: 6/9/2023 Due: 6/27/2023
Historic Preservation Office ,A-" , ' '',
bri:I
'l : ER 23-1376
ROY COOPER � �
Governor IiI 4`
ELIZABETH S.BISER
Secretary
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
June 9, 2023
MEMORANDUM:
FROM: Cameron Luck,Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone](Courier 11-12-09)
[e-mail]
SUBJECT: CAMA/D&F
Applicant: Trent Talbert
Project Location: 2213 Washington Acres Rd., adj. to manmade canal/Mill Creek, Hampstead,
Pender County
Proposed Project: The applicant proposes to expand an existing docking facility by creating four(4)
additional slips (totaling five boat slips), install a vertical vinyl breakwater/sill,
bulkhead and new excavation within an existing boat basin/canal within Mill
Creek.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by July 6, 2023. If you have any questions
regarding the proposed project, contact Jason Dail at(910) 796-7221 when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
X 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.
Mcel'Iso
PRINT NAME Renee Gledhill-Earley JUN 3 62423
14
AGENCY State Historic Preservation Office Mp SEC/ r(`t
DCM MHD
SIGNATURE DATE June 30, 2023
D 4 North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
a+�d�ommd � /'" 910.796.7215

a'sin7fq
,' c y
ROY COOPER a a •
-f
Governor `�" ( ,
O
ELIZABETH S.BISER 4.6a
Secretary -04,00 de''
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
June 9, 2023
MEMORANDUM:
FROM: Cameron Luck,Assistant Major Permits Coordinator
NCDEQ- Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.luck c NCDENR.gov
SUBJECT: CAMA/D&F
Applicant: Trent Talbert
Project Location: 2213 Washington Acres Rd., adj. to manmade canal/Mill Creek, Hampstead,
Pender County
Proposed Project: The applicant proposes to expand an existing docking facility by creating four(4)
additional slips (totaling five boat slips), install a vertical vinyl breakwater/sill,
bulkhead and new excavation within an existing boat basin/canal within Mill
Creek.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by July 6, 2023. If you have any questions
regarding the proposed project, contact Jason Dail at(910) 796-7221 when appropriate, in-depth
comments with supporting data is requested.
REPLY: X This agency has no objection to the project as proposed.
**Additional comments may be attached**
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.
PRINT NAME Mark Brown RECEIVED
JUN 2 0 2023
AGENCY Public Water Supply
MP SECTION
DCM MHD CITY
SIGNATURE Th . ri DATE 6/20/23
, North Carolina Department of Environmental Quality Division of Coastal Management
` �f/}� Wilmington Orflce 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
°1j"'0"'ImirMininal '\ � 910.796.7215

4 "A /{• ��,p,
11,
ROY COOPER 4 FY j
Governor W
ELIZABETH S.BISER *Zit e.
ro°'Secretary
.:
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
June 9, 2023
MEMORANDUM:
FROM: Cameron Luck,Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.luckla7NCDENR.gov
SUBJECT: CAMA/D&F
Applicant: Trent Talbert
Project Location: 2213 Washington Acres Rd., adj. to manmade canal/Mill Creek, Hampstead,
Pender County
Proposed Project: The applicant proposes to expand an existing docking facility by creating four(4)
additional slips (totaling five boat slips), install a vertical vinyl breakwater/sill,
bulkhead and new excavation within an existing boat basin/canal within Mill
Creek.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by July 6, 2023. If you have any questions
regarding the proposed project, contact Jason Dail at(910) 796-7221 when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
X 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. RECEIVED
PRINT NAME Phil D'Angelis JUN 1 9 20;,
NC-DMF Shellfish Sanitation and Recreational Water Qualit MP SECTION
AGENCY Y DCM MHD CITY
For Shannon Jenkins
SIGNATURE /4� DATE 6/19/2023
QNorth Carolina Department of Environmental Quality I Division of Coastal Management
�l Wilmington Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
NOPThCAROL DE jr0—`
°+•�"a \ 910.796.7215

0.0.STATE q,. .
�� ° .'.
ROY COOPER 401f)
ELIZABETH S.BISER 444.
Secretary
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
June 9, 2023
MEMORANDUM:
FROM: Cameron Luck,Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone](Courier 11-12-09)
cameron.luckNCDENR.gov
SUBJECT: CAMA/D&F
Applicant: Trent Talbert
Project Location: 2213 Washington Acres Rd., adj. to manmade canal/Mill Creek, Hampstead,
Pender County
Proposed Project: The applicant proposes to expand an existing docking facility by creating four(4)
additional slips (totaling five boat slips), install a vertical vinyl breakwater/sill,
bulkhead and new excavation within an existing boat basin/canal within Mill
Creek.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by July 6, 2023. If you have any questions
regarding the proposed project, contact Jason Dail at(910) 796-7221 when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
X 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. In-water-work moratorium
4/1-9/30 to decrease impacts to productive
PRINT NAME Kimberlee Harding Secondary Nursery Area.
AGENCY NCDMF
SIGNATURE A64 r " DATE 09/21/23
E North Carolina Department of Environmental Quality I Division of Coastal Management
�/ Wilmington Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
am � /� 910.796.7215

DEPARTMENT OF THE ARMY
e y\ � �, WILMINGTON DISTRICT,CORPS OF ENGINEERS
,2 69 DARLINGTON AVENUE
' '4 �m WILMINGTON,NORTH CAROLINA 28403-1343
II
July 25,2023
Regulatory Division
Action ID No. SAW-2023-01175
Mr. Gregg Bodnar
Division of Coastal Management
North Carolina Department of Environmental Quality
400 Commerce Avenue.
Morehead City, North Carolina 28557-3421
gregg.bodnarndeq.nc.gov
Dear Mr. Bodnar:
Reference the permit application request of Mr. Trent Talbert to expand an existing docking
facility by creating four(4) additional slips (totaling five boats slips), install a vertical vinyl
breakwater/sill, a bulkhead, and conduct maintenance and new excavation within an existing a
boat basin/canal within Mill Creek, adjacent to 2213 Washington Acres Road, in Hampstead,
Pender County, North Carolina.
Specifically, the applicant proposes the following activities:
Docking facility expansion:
The applicant proposes to construct a 6'wide x 6' long platform extension to the existing
platform. The existing 6'wide x 32' long floating dock would be reoriented, and a 6'wide x 60'
long floating dock addition is proposed on the north side. The proposed floating dock would
generate an additional two wet slips. A boat lift is proposed on the northern portion of the
property measuring 13.3'wide on center and 12.5'long outside to outside with a fixed access pier
measuring 6' wide x 16' long. A second boat lift is proposed on the southern portion of the
property measuring 16'wide on center and 14' long outside to outside, with a fixed access pier
measuring 6' wide x 14' long and a fixed access dock measuring 4'wide x 16' long to allow
enhanced access to the proposed boat lift. The total number of proposed slips would increase
from one to five.

-2-
Bulkhead:
The applicant proposes to install a 257' long X 1' wide bulkhead (either of concrete or naval
style vinyl sheet pile) located 1' landward of the coastal wetland boundary. No wetlands would
be filled by this proposed structure.
Sill:
The applicant proposes to install two sheet pile sills located 2' waterward of the existing outer
edge of marsh. The southern sill would measure 86' long, originate from 15' north of the southern
riparian corridor, and terminate at the southern portion of the existing fixed pier. The northern
sill would measure 100' long, originate from the northern portion of the existing fixed pier, and
terminate 21' south of the northern riparian corridor. A 5' gap is proposed between the two sills,
underneath the existing fixed pier access gangway. The proposed sills would include sheathing
board gap areas, the height not to exceed six inches above normal high water, and markings with
3'tall yellow reflectors would be installed at 50' intervals.
Dredging:
The applicant proposes to excavate approximately 7,500 square feet of shallow bottom habitat
within the boat basin and access channel and around the proposed docking facility. Water depths
within the project area are-2 feet NL.W. An average of 2 feet of substrate would be excavated to
achieve a water depth of-4 NLW, for a total of 410 cubic yards of excavated material. The
proposed dredge method is bucket to barge. Dredge spoil material is proposed to be disposed
offsite, within an upland area on property owned by the applicant(PIN 3256-12-7448-0000 in
Pender Co.).
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. In order to further protect the endangered West Indian Manatee, Trichechus manatus,
the applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and
strictly adhere to all requirements therein. The guidelines can be found at
https://www.fws.gov/raleigh/pdfs/ManateeGuidelines2017.pdf
2. 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(910) 772-2191.
3. All work authorized by this permit must be performed in strict compliance with the
submitted 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.
4. 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

-3-
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.
5. 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.
6. 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 Resources at(919) 733-
5083, Ext. 526 or(800) 662-7956 and provisions of the North Carolina Oil Pollution and
Hazardous Substances Control Act will be followed.
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. 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.
9. 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.
10. 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).
11. 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-
12. 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.
13. Violations of these conditions or violations of Section 404 of the Clean Water Act or
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 Ms. Liz Hair Wilmington Field Office,
Regulatory Division, telephone[phone] or email at [e-mail].
Sincerely,
Liz Hair, Project Manager
Wilmington Regulatory Field Office
Electronic Copy Furnished:
USEPA; Mr. Todd Allen Bowers
NCDEQ/DCM; Mr. Cameron Luck
NCDEQ/DWR; Ms. Holley Snider/Mr. Michael Melinger
USFWS; Mr. Pete Benjamin/Mr. John Ellis
NMFS; Dr. Pace Wilber/Ms. Twyla Cheatwood/Mr. Fritz Rohde

y,9TA7F •.
ROY COOPER
Governor
ELIZABETH S.BISER
Secretory
BRAXTON DAVIS NORTH CAROLINA
Director £nvlrontnenta!Quality
June 9, 2023
MEMORANDUM:
FROM: Cameron Luck, Assistant Major Permits Coordinator
NCDEQ- Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.luck(aNCDENR.gov
SUBJECT: CAMA/D&F
Applicant: Trent Talbert
Project Location: 2213 Washington Acres Rd., adj. to manmade canal/Mill Creek, Hampstead,
Pender County
Proposed Project: The applicant proposes to expand an existing docking facility by creating four(4)
additional slips (totaling five boat slips), install a vertical vinyl breakwater/sill,
bulkhead and new excavation within an existing boat basin/canal within Mill
Creek.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by July 6, 2023. If you have any questions
regarding the proposed project, contact Jason Dail at [phone] when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
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.
PRINT NAME NA cot__ 1 • btnnt1
AGENCY 1V(.
SIGNATURE DATE 1) 202-3
ah North Carolina Department of Environmental Quality I Division of Coastal Management
_ •,, �" Wilmington Office j 127 Cardinal Drive Extension I Wilmington.North Carolina 28405
uaoaenussmw,ra.aeeaawar` �""���"'""" 910.796.7215

a 0.STATE p
\,._
Ij
ROY COOPER 1 J' `' _
Governor �rr
ELIZABETH S.BISER *vim}
Secretary
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
June 9, 2023
MEMORANDUM:
FROM: Cameron Luck,Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.luck(a�NCDENR.gov
SUBJECT: CAMA/D&F
Applicant: Trent Talbert
Project Location: 2213 Washington Acres Rd., adj. to manmade canal/Mill Creek, Hampstead,
Pender County
Proposed Project: The applicant proposes to expand an existing docking facility by creating four(4)
additional slips (totaling five boat slips), install a vertical vinyl breakwater/sill,
bulkhead and new excavation within an existing boat basin/canal within Mill
Creek.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by July 6, 2023. If you have any questions
regarding the proposed project, contact Jason Dail at(910) 796-7221 when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
X 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.
PRINT NAME Dan Sams
AGENCY DEMLR
SIGNATURE 35roria/®IMS DATE June 22, 2023
North Carolina Department of Environmental Quality I Division of Coastal Management
DE -;)�/
Wilmington Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
NORTH COU
Gr m�y. sM1 of Eninubl WMMy� 910.796.7215

A 6 V i
ROYCOOPER - ,i _ , _� RECEIVED
Governor ' I'` �rt��
ELIZABETH S.BISER � „�� J U N 2 6 2023
Secretary mows
BRAXTON DAVIS NORTH CAROLINA MP SECTION
Director Environmental Quality
DCM MHD CITY
June 9,2023
MEMORANDUM:
FROM: Cameron Luck,Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone](Courier 11-12-09)
cameron.luck(a�NCDENR.gov
SUBJECT: CAMA/D&F
Applicant: Trent Talbert
Project Location: 2213 Washington Acres Rd., adj. to manmade canal/Mill Creek, Hampstead,
Pender County
Proposed Project: The applicant proposes to expand an existing docking facility by creating four(4)
additional slips(totaling five boat slips), install a vertical vinyl breakwater/sill,
bulkhead and new excavation within an existing boat basin/canal within Mill
Creek.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by July 6, 2023. If you have any questions
regarding the proposed project, contact Jason Dail at(910) 796-7221 when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
X 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.
PRINT NAME Michael Christenburv,Wilmington District Planner
AGENCY NC Division of Coastal Management
SIGNATURE (// DATEAZ*.. ./2
D_E Q North Carolina Department or Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington.North Carolina 28405
6'.'1menkr liselsompatsl Wats 910.7%.7215

„0, ,

DocuSign Envelope ID:44C7FBB7-38DC-4CDE-9755-059A19BBC604
d�STATE y
ROY COOPER " �
Governs -s x�
ELIZABETH S.BISER �.n�.
Secretary �%pE"400•
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
August 8, 2023
DWR#20230796
Pender County
Trent Talbert
2213 Washington Acres Road
Hampstead, NC 28443
Delivered via email to:[e-mail]
Subject: Approval of Individual 401 Water Quality Certification
2213 Washington Acres Road
USACE Action ID. No. SAW-2023-01175
Dear Mr.Talbert:
Attached hereto is a copy of Certification No. WQC006182 issued to Trent Talbert, dated August 8, 2023.
This approval is for the purpose and design described in your application.The plans and specifications for
this project are incorporated by reference as part of this Water Quality Certification. If you change your
project,you must notify the Division and you may be required to submit a new application package with
the appropriate fee. If the property is sold,the new owner must be given a copy of this Certification and is
responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)].
This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other
required Federal,State, or Local approvals before proceeding with the project, including those required
by, but not limited to, Sediment and Erosion Control, Non-Discharge, Water Supply Watershed,and
Trout Buffer regulations.
This Water Quality Certification neither grants nor affirms any property right, license,or privilege in any
lands or waters,or any right of use in any waters. This Water Quality Certification does not authorize
any person to interfere with the riparian rights, littoral rights, or water use rights of any other person
and does not create any prescriptive right or any right of priority regarding any usage of water. This
Water Quality Certification shall not be interposed as a defense in any action respecting the
determination of riparian or littoral rights or other rights to water use. No consumptive user is deemed
by virtue of this Water Quality Certification to possess any prescriptive or other right of priority with
respect to any other consumptive user.
Upon the presentation of proper credentials,the Division may inspect the property.
D_E Q J/ North Carolina Department of Environmental QuClity 1 Division of Water Resources
�/ 512 North Salisbury Street 1161 I Mail Service Center I Raleigh,North Carolina 27699-IGI I
nriu-.u.A-n.NA 919.707.9000
nyemixn el EminiumXe1 UeeYb

DocuSign Envelope ID:44C7FBB7-38DC-4CDE-9755-059A19BBC604
Talbert-2213 Washington Acres Road
DWR#20230796
Individual Certification#WQC006182
Page 2 of 8
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the
expiration date of this Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth may result in revocation of this
Water Quality Certification for the project and may also result in criminal and/or civil penalties.
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Wilmington Regional Office within 24 hours(or the next business day if a weekend or holiday)from
the time the permittee becomes aware of the circumstances.
The permittee shall report to the Wilmington Regional Office any noncompliance with, and/or any
violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next
business day if a weekend or holiday)from the time the permittee became aware of the non-compliance
circumstances.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5].
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings(OAH)within sixty(60)calendar days. Requirements for filing a Petition are set forth in Chapter
150E of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
http://www.ncoah.com/or by calling the OAH Clerk's Office at [phone].
A party filing a Petition must serve a copy of the Petition on:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 150B-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H
.0500. Please contact Holley Snider at 910-796-7303 or [e-mail] if you have any
questions or concerns.
Sincerely,
,-DocuSigned by:
Nlbin l.l. , StuAti
Morelia Sanchez Zing
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ—WiRO
North Carolina Department of Environmental Quality I Division of Water Resources
D E Q.� 512 North Salisbury Street 11611 Mail Service Center I Raleigh,North Carolina 27699-1611
umcA
wrrennnar i OMR r 919.707.9000

DocuSign Envelope ID:44C7FBB7-38DC-4CDE-9755-059A19BBC604 Talbert-2213 Washington Acres Road
DWR#20230796
Individual Certification#WQC006182
Page 3 of 8
Electronic cc: Greg Finch, consultant
Sarah Hair, USACE Wilmington Regulatory Field Office
Maria Dunn, NCWRC
Todd Bowers, EPA
DWR 401& Buffer Permitting Branch Electronic file
Filename: 20230796_Talbert_2213 Washington Acres_IWQC_PendCo_Aug.23
� r 512 h Noah a Department I Env Mai ental Q nt I I Division o Water Resources2
512 North Salisbury Street 16111 Mail Service Center I Raleigh,North Carolina 27699-161 I
T i CN'�OJ WI 919.707.9000
o.r.�.n.m a�womenui auun�

DocuSign Envelope ID:44C7FBB7-38DC-4CDE-9755-059A19BBC604 Talbert-2213 Washington Acres Road
DWR#20230796
Individual Certification#WQC006182
Page 4 of 8
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC006182 is issued in conformity with the requirements of Section 401, Public Laws
92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500
and 15A NCAC 02B .0200,to Trent Talbert,who have authorization for the impacts listed below, as
described within your application received by the N.C. Division of Water Resources (Division) on June 9,
2023 and by Public Notice issued by the Division of Coastal Management on June 15, 2023.
The State of North Carolina certifies that this activity will comply with water quality requirements and
the applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if
conducted in accordance with the application,the supporting documentation, and conditions
hereinafter set forth.
The following impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b)]
Type of Impact Amount Approved Amount Approved Plan Location or
Permanent Temporary Reference
High Ground
Bulkhead N/A 0.232 acres CAMA major permit
Construction (+/-10,140 square feet) Application, project
Open Waters Narrative, and
Boat Basin 0.146 acres N/A Sheets 1 of 5 dated
Excavation (+/-6,400 square feet.ft.) May 25/2023
Vinyl Breakwater for 0.004 acres N/A
marsh protection (186 linear feet)
This approval requires you to follow the conditions listed in the certification below.
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1. Concrete construction materials used for bulkhead components, such as deadman anchors,tie-
back systems and concrete caps, shall be managed in a manner that prevents contact with
wetlands and waters of the State. A dry work area shall be maintained to prevent direct contact
between curing concrete and adjacent surface water. Water that inadvertently contacts
uncured concrete shall not be discharged to surface waters due to the potential for elevated pH
and possible aquatic life and fish kills. Any water that contacts uncured concrete shall be
captured,treated, and disposed of properly.
Citation:15A 02H.0506(b);15A NCAC 02H.0507(c);15A NCAC 026.0200;15A NCAC 02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected.Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards:(2)Oils,
deleterious substances, or colored or other wastes:only such amounts as shall not render the
waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
North Carolina Department of Environmental Quality I Division of Water Resources
�D � 512 North Salisbury Street 11611 Mail Service Center I Raleigh,North Carolina 27699-1 6 1 1
HnicnaO..&A �/ 919.707.9000
averment a Emenamt WMay�

DocuSign Envelope ID:44C7FBB7-38DC-4CDE-9755-059A19BBC604 Talbert-2213 Washington Acres Road
DWR#20230796
Individual Certification#WQC006182
Page 5 of 8
adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (2)Floating or submerged debris, oil, deleterious
substances, or other material shall not be present in amounts that cause adverse impacts on
existing wetland uses.
2. The Permittee shall adhere specially to 15A NCAC 026 .0221 Tidal Salt Water Quality for Class SA
Waters(3)(g) pH: shall be normal for waters in the area,which generally shall range between
6.8 and 8.5 except that swamp waters may have a pH as low as 4.3 if it is the result of natural
conditions; (I)Turbidity: the turbidity in the receiving water shall not exceed 25 NTU; if turbidity
exceeds this level due to natural background conditions,the existing turbidity level shall not be
increased.
Citation:15A NCAC 028.0221
Justification:Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule[including, at minimum:aquatic life propagation,survival,
and maintenance of biological integrity(including fishing,fish, and Primary Nursery Areas
(PNAs)), wildlife, and secondary contact recreation];and that activities must not cause water
pollution that precludes any best use on a short-term or long-term basis.
3. Canals or boat basins shall not be dredged beyond their original depth and width.The area
shall not be dredged to a depth deeper than the receiving water. In this case a boat basin
measuring 50 feet wide is authorized to a connecting depth of-4 feet Mean Low Water
adjacent to the existing docking facility.
Citation:15A NCAC 02H.0506;15A NCAC 02H.0507(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule(including, at minimum:aquatic life propagation,survival,
and maintenance of biological integrity;wildlife;secondary contact recreation;agriculture);and
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.
4. The docking facility is permitted for five (5) number of slips. Dockage of vessels other than the
permitted slips will require re-evaluation by DWR of the use of the dockage facility. Handrails or
other devices, including signage, should be used to discourage use of any dock space other than
the five (5) designated slips.
Citation:15A NCAC 07H.0208
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards(including designated uses, numeric criteria, narrative
criteria and the state's an tide gradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
NorD 01) 512 h North
a Department I Env Mail ntal Q nt I I Division o. Water Resources
512 North Salisbury Street 16111 Mail Service Center I Raleigh,North Carolina 27699-1611
ErrAvonteft
919J07.9000

DocuSign Envelope ID:44C7FBB7-38DC-4CDE-9755-059A19BBC604 Talbert-2213 Washington Acres Road
DWR#20230796
Individual Certification#WQC006182
Page 6 of 8
5. The permittee shall report to the DWR Wilmington Regional Office any noncompliance with,
and/or any violation of,stream or wetland standards [15A NCAC 02B .0200], including but not
limited to sediment impacts to streams or wetlands. Information shall be provided orally within
24 hours (or the next business day if a weekend or holiday)from the time the permittee became
aware of the non-compliance circumstances.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c)
Justification: Timely reporting of non-compliance is important in identifying and minimizing
detrimental impacts to water quality and avoiding impacts due to water pollution that precludes
any best use on a short-term or long-term basis.
6. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint
of the approved impacts (including temporary impacts).
Citation: 15A NCAC 02H.0506;ISA NCAC 02H.0507(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule(including, at minimum:aquatic life propagation,survival,
and maintenance of biological integrity;wildlife;secondary contact recreation;agriculture);and
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.
7. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas
and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal,
State and Local regulations. Fertilizer application shall be accomplished in a manner that
minimizes the risk of contact between the fertilizer and surface waters.
Citation: 15A 02H.0506(b);15A NCAC 02H.0507(c);15A NCAC 028.0200;15A NCAC 028.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards:(12)
Oils, deleterious substances, or colored or other wastes:only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1)Liquids,fill or other solids, or dissolved gases shall not
be present in amounts that may cause adverse impacts on existing wetland uses;and(3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
8. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or
other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and
general equipment maintenance shall be performed in a manner to prevent,to the maximum
extent practicable, contamination of surface waters by fuels and oils.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c);15A NCAC 028.0200;15A NCAC 028
.0231
512Nor hN rth a Department I Environmental QService
I I Division o Water Resources2
�/'- 512 North Salisbury Street 1161 I Mail Service Center I Raleigh,North Carolina 27699.161 I
RT"c^ 919.707.9000

DocuSign Envelope ID:44C7FBB7-38DC-4CDE-9755-059A19BBC604 Talbert 2213 Washington Acres Road
DWR#20230796
Individual Certification#WQC006182
Page 7 of 8
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards:(12)
Oils, deleterious substances, or colored or other wastes:only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards:(c)(1)Liquids,fill or other solids, or dissolved gases shall not
be present in amounts that may cause adverse impacts on existing wetland uses;and(3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
9. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken
to minimize soil disturbance and compaction.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c);15A NCAC 028.0231
Justification: Wetland standards require maintenance or enhancement of existing uses of
wetlands such that hydrologic conditions necessary to support natural biological and physical
characteristics are protected;populations of wetland flora and fauna are maintained to protect
biological integrity of the wetland;and materials or substances are not present in amounts that
may cause adverse impact on existing wetland uses.
10. In accordance with 143-215.85(b),the permittee shall report any petroleum spill of 25 gallons or
more;any spill regardless of amount that causes a sheen on surface waters; any petroleum spill
regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less
than 25 gallons that cannot be cleaned up within 24 hours.
Citation: 15A NCAC 02H.0507(c);N.C.G.S 143-215.85(b)
Justification:Person(s)owning or having control over oil or other substances upon notice of
discharge must immediately notify the Department, or any of its agents or employees, of the
nature, location, and time of the discharge and of the measures which are being taken or are
proposed to be taken to contain and remove the discharge. This action is required in order to
contain or divert the substances to prevent entry into the surface waters. Surface water quality
standards require that conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum:aquatic life propagation,survival, and maintenance of biological
integrity; wildlife;secondary contact recreation;agriculture);and that activities must not cause
water pollution that precludes any best use on a short-term or long-term basis.
11. The permittee and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance with
§303(d)of the Clean Water Act), and any other appropriate requirements of State and Federal
Law.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
North Carolina Department of Environmental Quality I Division of Water Resources
.� 512 North Salisbury Street 1161 1 Mail Service Center I Raleigh,North Carolina 27699-1 6 1 1
919.707.9000
Br i G.w��44
wpm.'01E�rw.�.a+wr\ �

DocuSign Envelope ID:44C7FBB7-38DC-4CDE-9755-059A19BBC604 Talbert 2213 Washington Acres Road
DWR#20230796
Individual Certification#WQC006182
Page 8 of 8
activity has avoided and minimized impacts to waters, would cause or contribute to a violation
of standards, or would result in secondary or cumulative impacts.
12. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this certification 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 Water Quality Certification. A copy of this Water Quality
Certification shall be available at the project site during the construction and maintenance of
this project.
Citation:15A NCAC 02H.0506(b);15A NCAC 02H.0507(c)
Justification: Those actually performing the work should be aware of the requirements of this
401 Water Quality Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 Permit. The conditions in effect on the date of
issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(c)]
This,the 8th day of August 2023
—DocuSigned by:
114.6Vt aZt SOLIAL tom, 6IA1
8554B0F62DED464...
Morella Sanchez-King
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ—WiRO
D E Q North Carolina Department I Env Mai ental Q ality I I Division o Water Resources2
512 North Salisbury Street 16111 Mail Service Center I Raleigh,North Carolina 27699-161 I
R,H CAROIJNA
l0� 919.707.9000

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Trent Talbert
2. LOCATION OF PROJECT SITE: The site is located at 2213 Washington Acres Road, in Long
Point Estates, in Hampstead,Pender County.
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—5/16/2023
Was Applicant Present—No
5. PROCESSING PROCEDURE: Application rec. initially: June 1,2023
DWR pre-file—May 9,2023 Completed—June 6,2023 Office- Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan—Pender County
Land Classification From LUP—Residential, Resource Protection and Conservation
(B) AEC(s)Involved: PT,EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing-None Planned-N/A
(F) Type of Structures: Existing- Residential dwelling and private dock
Planned—Expand docking facility,install bulkhead,breakwater wall and dredge.
(G) Estimated Annual Rate of Erosion:N/A
7. HABITAT DESCRIPTION: (AREA)
DREDGED FILLED OTHER
(A)Vegetated Wetlands(§404)
6,400 sq. ft. 1,043sq.ft.
(B)Non-Vegetated Wetlands(Open (shallow bottom) (incorporated—
Water) lifts,dock,sill)
10,140 sq. ft
(C)Other-Highground disturbance (upland fill—
dredge+wall)
(D) Total Area Disturbed: 17,583 sq.ft.(0.40 acres)
(E) Primary Nursery Area: NO
(F) Water Classification: SA-HQW Open: NO
8. PROJECT SUMMARY: The applicant proposes to expand an existing docking facility, by
creating four(4)additional slips(totaling five boats slips), install a vertical vinyl breakwater/sill,
bulkhead and new excavation within an existing a boat basin/canal within Mill Creek.
RECEIVED
i
.JIUN 0 9 2023
0CIV# 10 3 CITY
DEQ1) North Carolina Depaent of Environmental Quality I Division of Coastal Management
W lmington Office 1rtm127 Cardinal Drive Extension I Wilmington North Carolina 2i3�05
�*'- ' .- /"" 910.796.7215

Trent Talbert
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 2213 Washington Acres Road adjacent to a man-made basin/canal, in Long
Point Estates, Hampstead, Pender County. To access the site from Wilmington,take US Hwy 17 N
toward Jacksonville. Travel approximately 11 miles(from WIRO)to Washington Acres Road. Turn right
onto Washington Acres Road and travel approximately 1.8 miles to the end of the road.The site is located
along the left-hand side at 2213 Washington Acres Road.
Existing man-made features on the property include a single-family dwelling, uncovered deck and private
one-slip docking facility. The high ground contains several mature Oaks and the understory is blanketed
in ornamental landscaping. A quick search of DCM's permit database confirms the existing docking
facility was permitted in March 2018 under CAMA general permit No. 70718. The permit also authorized
a 10' x 40' x-4' dredge footprint around the permitted 6' x 32' floating dock; however, it is believed that
no dredging ever occurred under the general permit. The applicant is now proposing to apply for a new
four-slip docking facility(creating five slips total within the basin),perform maintenance dredging within
the canal, perform new dredging around the proposed five-slip docking facility,and install a new
breakwater walUsill and bulkhead.
The width of the waterbody in the location of the proposed docking facility ranges from approximately
60'-80' from the edge of marsh on one side to the opposing edge of marsh, allowing a maximum distance
betweenl5'-20' beyond the nearshore edge of marsh.The marsh area along the applicant's shore is
approximately 6'-13' in with and is comprised mostly of Smooth Marsh Cordgrass(Spartina
Altern fora).
Mill Creek and the finger canals associated with the creek system, has a documented history of dredging,
as authorized under CAMA Major/Dredge and Fill Permit 175-07, which was issued to Mill Creek
Waterway Restoration, Inc., in 2007. According to the permit, the subject channel was dredged to a depth
of-4' (@NI,W), and a width of approximately 25',along the centerline. As proposed, new dredging
associated with the application package would be located outside of the existing dredge footprint;
therefore, it would be considered new dredging.
The waters of the Ai W W adjacent to the project site are classified as SA-HQW by the North Carolina
Division of Water Resources. They area is NOT designated as a Primary Nursery Area(PNA) by the
North Carolina Division of Marine Fisheries,and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to expand an existing docking facility, by adding four(4)additional slips(totaling
five boats slips), install a vertical vinyl breakwater/sill,bulkhead and new excavation within an existing a
boat basin/canal within Mill Creek. As proposed,the total slip count at the subject property would be
expanded from a single slip to five. Currently,the applicant maintains a single 6' x 32' section of floating
dock along the center of his shoreline that is accessible by a ramp, which extends from the upland.
In this location,the applicant proposes to install a new 6' x 6' landing along the waterward edge of the
proposed bulkhead and install a new ramp/gangway that would provide access to the existing floating
dock. According to the applicant package, the existing dock would be realigned,but would still run ?VED
parallel with the channel and would also be extended in a northern direction.
JUN 0 9 2023
DC11644 `y CITY
Q) North CarolmingtonlinaOffice Department
Cardiofnal EnvIronmentalDriveExtension QualityIWilmington,I Division oNorthf CoastalCarolina Management
,& 2M05
D_E
Wi
°ion'mmo'a tswiumml•I r 910.796.T215

Trent Talbert
Page 3
Sheet 3 of 5 of the application package depicts a new 6' x 60' long floating dock that would
connect to the existing floating dock, and span toward the north.Along the northern end of the
floating dock,the applicant is requesting authorization to install a new 12.5' x 13.5' boatlift. This
lift would be accessible by a proposed 6' x 16' fixed finger pier that would originate from the
proposed bulkhead and extend westerly toward the channel. This lift(referred to on sheet 4 of 5
as slip 1), would be positioned at a near 45-degree angle to the shoreline to allow for ingress and
egress.
Along the southern end of the floating dock, the applicant proposes to install a second boatlift
(labeled as slip 5 on sheet 4 of 5)that would measure approximately 14' x 16'. This lift would
also be installed at a near 45-degree angle to the shore to allow for ingress/egress. A new 6' x 14'
walkway and 4' x 16' finger pier would extend from the proposed bulkhead,providing access to
the new lift. As proposed, both lifts would be oriented at a near 45-degree angle to the shoreline
and would approximate the 1/4 width of water body limitation.Neither the floating dock, nor the
lifts,would encroach within the 15' riparian corridor setback of either adj. riparian property
owner(ARPO), nor would they extend into the channel.
Just inland of the proposed docking facility, between the docking facility and the outer edge of
Coastal Wetlands, the applicant is proposing to install a vertical vinyl sheetpile breakwater
wall/sill that would be approximately 1' in width by 186' in length. As described in the
application package,the sill would span the shoreline at a distance of approximately 2'-4'
waterward of the outer edge of Coastal Wetlands. There would be a break in the wall beneath the
walkway leading to the existing floating dock, with 100' of free-standing wall along the northern
side of the access pier and approximately 86' of free-standing wall along the southern side. The
breakwater wall/sill would stop short of the 15' riparian corridor setback on either side, and
although there is no reference to the height of the sill on the MP-2 form, the total height should
not exceed more than 12"above the normal high water(NHW)line.
Just inland of the proposed breakwater/sill,the applicant is proposing to install a new vinyl or
concrete wall. The bulkhead would measure approximately 257' in length(including wing walls)
and would be located upland of any/all wetlands on site. The topography of the lot transitions
abruptly, and the proposed bulkhead would approximate the upper escarpment, which is the
leading edge of"high ground". The applicant estimates that approximately 20' of ground
disturbance would occur on the landward side of the bulkhead for installation of tie pilings and
dead men. This area is void of any wetland vegetation so any disturbance would be limited to
upland areas.
The final component of the applicant's project involves dredging an area of the canal, adjacent to
and beneath the proposed docking facility. As designed, an approximate 220' x 27' boat basin
would be dredged to a depth of approximately -4' @ NLW,just east of the maintained channel.
Concurrent to the proposed new work, a maintenance dredging request is being sought for the
area located just west of the proposed docking facility, along the previously excavated channel
(15'x 60' x -4' NLW).
RECEIVED
JUN 0 9 2023
DC11 ,-M'HU CITY
..DE ..�_ North Carolina Department oif Environmental Quality I Division of Coastal Management
—' Wilmington Office 1 127 Cardinal Drive Extension I Wilmington.North Carolina 28405
o.� e.s\ 910.796.7215

Trent Talbert
Page 4
Sheet 3 of 5 of the application package indicates all dredging would cease at the -4' contour
(@NLW) and any excavation would remain greater than ten feet from the near shore edge of any
Coastal Wetlands. Considering the main channel of Mill Creek, including the side channel which
provides access to the subject facility, has been previously dredged under CAMA major permit
175-07,the new proposal does not appear to be inconsistent with current DCM Rules. Spoil
material resulting from the proposed dredging operations would be handled via a bucket to barge
type operation and would be disposed of on property owned by the applicant and located off
Shaw Highway at Pender County Parcel ID No. 3256-12-7448-0000. The designated disposal
area(50' x 100') is located within a larger parcel that is approximately 100 acres in size. The
disposal site is located approximately 14 miles from the project site and transportation would
occur via land haul. Based on previous site visits,there does not appear to be any shellfish
resources or SAV within the project area. Additionally, the disposal area appears to be void of
any wetlands.
10. ANTICIPATED IMPACTS
The proposed new docking facility and breakwater wall/sill would incorporate approximately
1,043 sq. ft. of Estuarine Waters and Pubic Trust Area. The proposed docking structure would
not encroach into the adjacent 15' Riparian Corridor Setback Areas, and would not extend
beyond the width limitation, nor encroach into the maintained channel. The proposed dredging
would disturb approximately 900 sq. ft. of previously disturbed bottom and approximately 5,500
sq. ft. of previously undisturbed bottom. Installation of the bulkhead(with backfill) and spoil
disposal would impact approximately 10,140 sq. ft. of upland area, with no proposed impacts to
any wetlands. Minor increases in turbidity should be expected; however, no long-term impacts
arc anticipated.
The total area of the proposed structures was calculated as follows:
Shoreline length =+/-236 ft.x 8 sq. ft.=2,000 sq. ft. allowable.
Proposed:
Access piers=6' x 16' and 6' x 14' = 180 sq. ft.
Finger Pier=4' x 16'=64 sq. ft.
New floating dock=6' x 60' =360 sq. ft.
Existing floating dock=6' x 32' = 192 sq. ft.
Boat lifts= 1 @ 13' x 13' and 1 @ 14' x 16' =393 sq. ft.(credited)
Proposed Total=796 sq. ft.
Submitted by: Jason Dail Date:June 8, 2023 Office: Wilmington .
RECEIVED
JUN 0 9 2023
DOM-MR') CITY
North Carolina Department of Environmental QualityI I Division of Coastal Management
? Wilmington Office 1 127 Cardinal Drive Extension Wilmington,North Carolina 28405
+M •� V
910.796.7215

DAVEY <
Resource Group RECEIVED
.JUN 01 2023
June 1,2023
0CM WILMINGTON, NC
TO: Jason Dail
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: 2231 Washington Acres Rd
CAMA Major Permit Request
Jason,
On behalf of Trent Talbert, please find enclosed a revised CAMA Major Permit request for
activities at 2213 Washington Acres Road located adjacent to theLonLPoint Estates Canal,
Hampstead, Pender County, North Carolina. Specifics of the proposed work involve reorientation
of an existing floating dock, installation of an additional floating dock, installation of fixed piers
with boatlifts, construction of a bulkhead with upland backfill, addition to the existing platform,
and installation of two marsh sills. One slip currently exists on the property and a total of 5 slips
are proposed. Due to water depths in the area dredging is also proposed. Adjacent riparian
notifications have been sent by certified mail and the green delivery cards are included.
Please let me know if you have any questions or need anything in addition to accept the
application as complete.
Sincerely,
1N ` ! J
William A. Dortch
Davey Resource Group, Inc.
Enclosures: CAMA Application;Supporting Documents
cc: Trent Talbert RECEtVr D
JUN 0 9 I' '_H
ev.cum • Phone: [phone] • Fax: [phone] onm
3805 VIrights%illc Ase., Suite IS, ��'ilmin<lon, NC 28403 �t CITY

RECEIVED
4. DCM MP-1 Section 6.0 Additional Information
4.1 Section 6. a. Project Narrative JUN 0 1 2023
4.1.1 Project Location and Existing Conditions DCM WILMINGTON, NC
The project is located adjacent to the Long Point Estates Canal and Atlantic Intracoastal Waterway at 2213
Washington Acres Road in Hampstead, Pender County. There is an existing single family home with a driveway
and the site is currently vegetated with trees, shrubs and grasses. There is a floating dock measuring 6' wide x
32' long that can accommodate one large vessel, and platform constructed under CAMA General permit 70718.
A dredge footprint of 15' wide x 60' long to a depth of-4' Normal Low Water under the floating dock was also
authorized under CAMA General permit 70718. A boatlift was also authorized but never constructed. Normal
High Water and Coastal Wetlands were delineated by Davey Resource Group in December 2022 and approved
by DCM staff on May 4, 2023. Water depths relative to normal low water were client collected on February 8,
2023. Channel water depths relative to normal low water were client collected on April 19, 2023. An upland
survey was conducted by Robert H. Goslee & Associates, PA in February 2023 and included location of the
surveyed approximate normal high water and coastal wetland lines. The shoreline at approved normal high
water is 230'. A maintenance channel and dredge boundary for the majority of Mill Creek was authorized by
CAMA Major Permit 157-07 and provides a 25' width and 4' depth in the project area. Waters in the project
area are classified as SA/HQW and are not open to shellfishing. The area is classified as Permanent Secondary
Nursery Area. See appendix B for details.
4.1.2 Proposed Action
The applicant proposes one bulkhead with a wingwall on the northern portion to be constructed landward of
the coastal wetland line of either concrete or naval style vinyl sheet pile measuring 1' wide x 257' long. The
proposed bulkhead will tie to the existing southern bulkhead. The backfill area will measure approximately
1,100 square feet and tie to the existing grade/top of bank where upland erosion has occurred. Backfill volume
will measure approximately 75 cubic yards and will be comprised of sand obtained from a sand mine or other
upland source. A 6'wide x 6' long platform extension to the existing platform is proposed. The existing 6'wide
x 32' long floating dock will be reoriented and a 6' wide x 60' long floating dock addition is proposed on the
north side. The proposed floating dock will generate an additional two wet slips. A boat lift is proposed on the
northern portion of the property measuring 13.3' wide on center and 12.5' long outside to outside with a fixed
access pier measuring 6' wide x 16' long. A boat lift is also proposed on the southern portion of the property
measuring 16' wide on center and 14' long outside to outside with a fixed access pier measuring 6' wide x 14'
long and a fixed access dock measuring 4' wide x 16' long to allow enhanced access to the proposed boat lift.
The total number of proposed slips will increase from one to five. There are two sheetpile sills proposed 2'
waterward of the existing outer edge of marsh. The southern sill will measure 86' long,originate from 15' north
of the southern riparian corridor, and terminate at the southern portion of the existing fixed pier. The northern
sill will measure 100' long,originate from the northern portion of the existing fixed pier,and terminate 21'south
of the northern riparian corridor. There will be a 5'gap between the two proposed sills underneath the existing
fixed pier access gangway. The sills will include sheathing board gap areas, the height not to exceed six inches
above normal high water, and markings with 3'tall yellow reflectors will be installed at 50' intervals.
Due to water depths in the vicinity of the existing and proposed docking facilities, dredging is proposed. A
proposed channel maintenance dredge / dock area of approximately 2,000 square feet to a depth of 4' below
normal low water level will generate approximately 150 cubic yards of dredge spoil. The maintenance dredge
channel was originally authorized by CAMA Major Permit 175-07 with a width of 25' x 4' depth in the project
JUN 0 9 2023
bCtwistiv CITY

area. The existing floating dock maintenance dredge area was originally authorized by CAMA General Permit
70718. An additional proposed dredge area of approximately 3,500 square feet to a depth of 4' below normal
low water level will generate approximately 260 cubic yards or dredge spoil. The dredge boundary will be
located at least 10' from outer edge of marsh except where previously authorized by CAMA General Permit
70718. Dredge spoil will be placed on a 50' x 100' upland portion of PIN 3256-12-7448-0000 in Pender County.
The parcel is owned by the applicant. A spoil disposal location figure, plat, and deed are included. There is no
other work proposed on the property. See Appendix A and C for details.
The project proponent hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief. Additionally, the project proponent hereby requests that the certifying
authority review and take action on this CWA 401 certification request within the applicable reasonable
period of time.
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 2023
IOCt) CITY

1. Form DCM-MP-1 RECEIVED
APPLICATION for
JUN 41 2023
Major Development Permit
DCM WILMINGTON, NC
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
n/a 2213 Washington Acres Road
Applicant 1: First Name MI Last Name
Trent A Talbert
Applicant 2: First Name MI Last Name
NA
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
2213 Washington Acres Road n/a Hampstead NC
ZIP Country Phone No. FAX No.
28443 USA 910-231-2087
Street Address(if different from above) City State ZIP
2213 Washington Acres Road Hampstead NC 28443
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Davey Resource Group, Inc.
Agent/Contractor 1: First Name MI Last Name
William A Dortch
Agent/Contractor 2: First Name MI Last Name
Greg NA Finch
Mailing Address PO Box City State
3805 Wrightsville Avenue,Suite 15 NA Wilmington NC
ZIP Phone No. 1 Phone No. 2
28403 910-452-0001 ext.NA NA ext.NA
FAX No. Contractor#
910-452-0060 NA
Street Address(if different from above) City State ZIP
NA
Email
William dortchOdavey corn;Gregory.finch a(�davey corn
t*!t CL_It'ED
Application for Major Development Permit May 2023
JUN 9 2023
2213 Washington Acres Drive
Hampstead, Pender County, North Carolina 1UC.1\6011 CITY

3. Project Location
County(can be multiple) Street Address State Rd.#
Pender 2213 Washington Acres Road n/a
Subdivision Name City State Zip
Long Point Estates Hampstead NC 28443
Phone No. Lot No.(s) (if many,attach additional page with list)
n/a n/a
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project.
White Oak Long Point Estates Canal
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 ICWW
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.
Hampstead
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
—236' 0.96+/- acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
n/a NWL(normal water level)
(If many lot sizes,please attach additional page with a list) 0'—15' ®NHW or❑NWL
e. Vegetation on tract
Typical trees,shrubs,and grasses currently exist on the tract
f. Man-made features and uses now on tract
Single family residence with driveway, platform, and floating dock.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential homes and docking facilities
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
RP (Attach zoning compliance certificate,if applicable)
NYes ❑No DNA
j. is the proposed activity part of an urban waterfront redevelopment proposal? Oyes NNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. Oyes NNo DNA
If yes,by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a National Oyes NNo DNA
Register listed or eligible property?
RECEIVED
JUN 01 20?
N
Application for Major Development Permit—May 2023 ACM +L +NGTO-
2213 Washington Acres Drive
Hampstead, Pender County, North Carolina .1UN 9 2�2�
[)C1A34411U CITY

m. (i) Are there wetlands on the site? Dyes NNo
(ii)Are there coastal wetlands on the site? NYes ❑No
(iii)If yes to either(i)or(ii)above,has a delineation been conducted? ®Yes ❑No
(Attach documentation,if available)PRELIMINARY DELINEATION PERFORMED BY DRG
STAFF DECEMBER 14, 2022. DCM STAFF APPROVED COASTAL WETLAND AND
NORMAL HIGH WATER MAY 4,2023. SEE APPENDIX A FOR DETAILS.
n. Describe existing wastewater treatment facilities.
Septic
o. Describe existing drinking water supply source.
Well
p. Describe existing storm water management or treatment systems.
n/a
5. Activities and Impacts
a. Will the project be for commercial,public,or private use? ❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose,use,and daily operations of the project when complete.
The purpose of the project is to provide private enhanced waterway access to the property.
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.
Typical bulkhead, access pier, marsh sill,and floating dock construction equipment and methods will be used. Equipment will
be stored onsite if needed.
d. List all development activities you propose.
The applicant proposes one bulkhead with a wingwall on the northern portion to be constructed landward of the coastal wetland
line of either concrete or naval style vinyl sheet pile measuring 1' wide x 257' long. The proposed bulkhead will tie to the
existing southern bulkhead. The backfill area will measure approximately 1,100 square feet and tie to the existing grade/top
of bank where upland erosion has occurred. Backfill volume will measure approximately 75 cubic yards and will be comprised
of sand obtained from a sand mine or other upland source. A 6'wide x 6' long platform extension to the existing platform is
proposed. The existing 6'wide x 32' long floating dock will be reoriented and a 6'wide x 60' long floating dock addition is
proposed on the north side. The proposed floating dock will generate an additional two wet slips. A boat lift is proposed on
the northern portion of the property measuring 13.3'wide on center and 12.5'long outside to outside with a fixed access pier
measuring 6'wide x 16'long. A boat lift is also proposed on the southern portion of the property measuring 16'wide on center
and 14' long outside to outside with a fixed access pier measuring 6'wide x 14' long and a fixed access dock measuring 4'
wide x 16'long to allow enhanced access to the proposed boat lift. The total number of proposed slips will increase from one
to five. There are two sheetpile sills proposed 2'waterward of the existing outer edge of marsh. The southern sill will measure
86' long, originate from 15' north of the southern riparian corridor, and terminate at the southern portion of the existing fixed
pier. The northern sill will measure 100' long, originate from the northern portion of the existing fixed pier, and terminate 21'
south of the northern riparian corridor. There will be a 5'gap between the two proposed sills underneath the existing fixed pier
access gangway. The sills will include sheathing board gap areas, the height not to exceed six inches above normal high
water,and markings with 3'tall yellow reflectors will be installed at 50'intervals.
Due to water depths in the vicinity of the existing and proposed docking facilities, dredging is proposed. A proposed channel
maintenance dredge/dock area of approximately 2,000 square feet to a depth of 4'below normal low water level will generate
approximately 150 cubic yards of dredge spoil. The maintenance dredge channel was originally authorized by CAMA Major
Permit 175-07 with a width of 25' x 4' depth in the project area. The existing floating dock maintenance dredge area was
originally authorized by CAMA General Permit 70718. An additional proposed dredge area of approximately 3,500 square feet
to a depth of 4'below normal low water level will generate approximately 260 cubic yards or dredge spoil. The dredge boundary
will be located at least 10' from outer edge of marsh except where previously authorized by CAMA General Permit 70718.
Dredge spoil will be placed on a 50'x 100'upland portion of PIN 3256-12-7448-0000 in Pender County. The parcel is owned
by the applicant. A spoil disposal location figure,plat,and deed are included. There is no other work proposed on the property.
See Appendix A and C for details.
RECEIVED
Application for Major Development Permit—May 2023
2213 Washington Acres Drive JUN 01 2023
Hampstead,Pender County,North Carolina ,1 4
DCM WILMI\';TON, N

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?-1,100 ®Sq.Ft or['Acres bulkhead backfill
g. Will the proposed project encroach on any public easement, public accessway or other area Oyes No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state. RECEIVED
None. No new discharges
JUN 01 2c:
i. Will wastewater or stormwater be discharged into a wetland?-No new discharges [Yes ®No DNA DCM WILMINQTON, NC
If yes,will this discharged water be of the same salinity as the receiving water? DYes ❑No ®NA
j. Is there any mitigation proposed? DYes No DNA
If yes,attach a mitigation proposal.
6. Additional Information
In addition to this completed application form, (MP-1)the following items below, if applicable,must be submitted in order for the application
package to be complete. Items(a)-(t)are always applicable to any major development application. Please consult the application instruction
booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps,plats,drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront(riparian)landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name GRISSOM EUGENE T Phone No.NA
Address 2224 WASHINGTON ACRES RD,HAMPSTEAD NC 28443
Name HEDGE JERRY DALE JR Phone No.NA
Address PO BOX 911,WRIGHTSVILLE BEACH NC 28480
Name Phone No.NA
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers,permittee,and issuing dates.
GP 70718,Trent Talbert,3/7/2018
CAMA Major 175-07,Mill Creek Dredging Project
h. Signed consultant or agent authorization form,if applicable.
i. Wetland delineation,if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S. 113A 1-10),if necessary. If the project involves expenditure of
public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
Application for Major Development Permit-May 2023
2213 Washington Acres Drive
Hampstead, Pender County, North Carolina 5

7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the
aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date:May 23,2023 Print Name: William A.Dortch,Agent,Davey Resource Group,Inc.
I
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
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 202 j
Application for Major Development Permit—May 2023 IJO H CITY
2213 Washington Acres Drive
Hampstead, Pender County,North Carolina 6

2. Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Access Other(excluding
Channel Boat Boat Rock Rock
(NLW or Canal Basin Ramp Groin Breakwater shoreline
NWL) stabilization)
Length "60' "'220' 86' ; 100'
Width �15' -25' (7' min,
27' max) 1' ; 1'
Avg. Existing -2' NLW -2' NLW NA NA
Depth
Final Project -4' NLW -4' NLW NA NA
Depth
1. EXCAVATION ['This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. sand
Maintenance Dredge=—150 CU YD
Proposed Dredge=—260 CU YD
c. (i)Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW),submerged aquatic vegetation(SAV),shell bottom(SB),or n/a
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 the excavation in these areas:
n/a
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Upland portion of PIN 3256-12-7448-0000 50'x 100'
c. (i)Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance'?
®Yes ❑No DNA ®Yes ❑No DNA
(ii)If no,attach a letter granting permission from the owner. (ii)If yes,where?
same
e. (i)Does the disposal area include any coastal wetlands/marsh f. (i)Does the disposal include any area in the water?
(CW),submerged aquatic vegetation(SAV),shell bottom(SB), Dyes ZNo DNA
or other wetlands(WL)? If any boxes are checked,provide the
number of square feet affected. (ii)If yes,how much water area is affected'?
❑CW ❑SAV DSB n/a RECEIVE$
OWL ®None
(ii)Describe the purpose of disposal in these areas: 6 2�23
n/a JUN
DCM WI►-MINGTON,NC
Application for Major Development Permit—May 2023
2213 Washington Acres Road RECEIVED
Hampstead,Pender County,North Carolina 7
'JUN 0 9 2023
CCTV AAHD CITY

3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4—Structures)
a. Type of shoreline stabilization: b. Length:Bulkhead=257'with northern wingwall
®Bulkhead DRiprap ®Breakwater/Sill ❑Other.
Sill=86';100'
Width: 1'
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
Bulkhead=0' Sill=—7'from Appx.NHW(4'min—18'max) Bulkhead=0' Sill=18'from Apex.NHW
Sill=2'from Outer Edge of Marsh
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12 months?
Concrete or naval style vinyl sheet pile for bulkhead;sheetpile silt ®Yes ❑No DNA
(ii)If yes, state amount of erosion and source of erosion amount
information.—Unknown amount Aerial photos,site photos and
site visit show ongoing erosion.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill n/a Riprap n/a Sand from sand mine or other upland source
Breakwater/Sill n/a Other n/a
i. Source of fill material.
n/a
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No DNA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
if yes, submerged aquatic vegetation(SAV),shell bottom(SB),or other
wetlands(WL)? If any boxes are checked, provide the number
(ii)Amount of material to be placed in the water of square feet affected.
(iii)Dimensions of fill area
(iv)Purpose of fill ❑CW ❑SAV ❑SB
OWL alone
(ii)Describe the purpose of the fill in these areas:
5. GENERAL j
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe,or hydraulic dredge)? Bucket to barge dredging,Typical
Bulkhead,silt fence or other erosion control measures dock, bulkhead, breakwater and boat lift construction equipment.
Equipment will be stored onsite if needed.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
Oyes ®No DNA site? ®Yes ❑No DNA
(II)If yes,explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Silt fence or other erosion control measures.
Date June 6,2023
Project Name RECEIVED
2213 Washington Acres Road
_JUN O 6 2023
Applicant Name
Trent Talbert DCM WILMINGTON, NC
Applicant Signature aAtLl✓fi/6A
l4S.44f.A. Do1,14 ,Agent, Davey Resource Group, Inc.
Application for Major Development Permit—May 2023
2213 Washington Acres Road lUN 0 9 2023
Hampstead,Pender County, North Carolina 8
U MAM1-tU CITY

3. Form DCM MP-4
Structures
(Construction within Public Trust Areas)
1. DOCKING FACILITY/MARINA CHARACTERISTICS ❑This section not applicable
a. (i) Is the docking facility/marina: b. (i)Will the facility be open to the general public?
['Commercial ['Public/Government ®Private/Community ❑Yes No
c. (i)Dock(s)and/or pier(s) d. (i)Are Finger Piers included? ❑Yes No
(ii)Number 4 new;1 existing to be reoriented If yes:
(iii)Length 16';60';14': 16:32'existinq (ii)Number
(iv)Width 6' :6':6';4';6'existinq (iii)Length
(v)Floating ®Yes No (iv)Width
(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 2 boatlifts proposed
(iii)Length 6' (iii)Length 14'outside to outside;12.5'outside to outside
(iv)Width E (iv)Width 16'on center;13.3'on center
(v)Floating Dyes 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.
3 total wetslips are proposed,2 boatlifts are proposed ❑Full service,including travel lift and/or rail,repair or maintenance
(ii)Number of slips existing service
1 existing wetslip ❑Dockage,fuel,and marine supplies
® Dockage ("wet slips") only, number of slips: 1 existing ; 3
proposed
❑Dry storage;number of boats:
❑Boat ramp(s);number of boat ramps:
®Other,please describe: 2 proposed boatlifts
i. Check the proposed type of siting: j. Describe the typical boats to be served(e.g.,open runabout,charter
❑Land cut and access channel boats,sail boats,mixed types).
®Open water;dredging for basin and/or channel Open runabout,large sportfishing vessels,mixed types
['Open water;no dredging required
['Other;please describe:
k. Typical boat length: 20'-40' I. (i) Will the facility be open to the general public?
Oyes No
m. (i)Will the facility have tie pilings?
Dyes No
(ii)If yes number of tie pilings? RECEIVED
JUN 01 2023
DCM WILMINGTQN NC
RECEIVED
Application for Major Development Permit—May 2023 JUN 0 9 2023
2213 Washington Acres Road
Hampstead, Pender County, North Carolina
DGA1- HD CITY

2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑Office Toilets
❑Toilets for patrons;Number:
0 Showers
❑Boatholding tank pumpout;Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste,fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i)Give the location and number of"No Sewage Discharge"signs proposed.
(ii)Give the location and number of"Pumpout Available"signs proposed.
f. Describe the special design,if applicable,for containing industrial type pollutants,such as paint,sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of'?
h. Give the number of channel markers and"No Wake"signs proposed.
i. Give the location of fuel-handling facilities,and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina,what types of services are currently provided?
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
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 ❑SAV ❑SB
OWL [None
RECEIVED
D
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. JUN 0 1 2023
DCM WILMINGTC.;r , NC
RECEIVED
Application for Major Development Permit—May 2023 2023
2213 Washington Acres Road JUN 0 9
Hampstead, Pender County, North Carolina 10
DCM-MIHC CITY

3. BOATHOUSE(including covered lifts) This section not applicable
a. (i) Is the boathouse structure(s):
['Commercial ❑Public/Govemment ❑Private/Community
(ii)Number
(iii)Length
(iv)Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN(e.g., wood, sheetpite, etc. If a rock groin, use MP-2,Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii)Length
(iii)Width
5. BREAKWATER(e.g.,wood, sheetpile, etc.) ❑This section not applicable
a. Length 86' ;100'Sheetpite sill sections b. Average distance from NHW,NWL,or wetlands
2'from outer edge of marsh
-4'from Apex. NHW
c. Maximum distance beyond NHW,NWL or wetlands
2'from outer edge of marsh
18'from Apex. NHW
6. MOORING PILINGS and BUOYS This section not applicable
a. Is the structure(s): b. Number
['Commercial ❑Public/Government ['Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy(color,inscription,size,anchor,etc.)
Note: This should be measured from marsh edge,if present.
e. Arc of the swing
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
Application for Major Development Permit—May 2023
2213 Washington Acres Road JUN 0 9 2023
Hampstead,Pender County, North Carolina 11
DCM-M CITY

7. GENERAL
a. Proximity of structure(s)to adjacent riparian property lines b. Proximity of structure(s)to adjacent docking facilities.
Sill=15'South/Fixed Finger=56'South Sill=25'South/Fixed Finger=66'South
Sill=20'North/Boat Lift=23'North Sill=111'North/Boat Lift=114'North
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
—60'—95' —2'NLW
e. (i) Will navigational aids be required as a result of the project?
[Wes No DNA
(ii)If yes,explain what type and how they wit be implemented.
NA
8. OTHER ®This section not applicable
a. Give complete description:
Date
May 23, 2023
Project Name
2213 Washington Acres Road
Applicant Name
Trent Talbert
Applicant' Signature
W+ mot+ 4. r>att4 ,Agent, Davey Resource Group, Inc.
RECEIVED
JUN 01 2023
DCM WILMINGTON. NC
RECEIVED
Application for Major Development Permit—May 2023
2213 Washington Acres Road JUN 0 9 2023
Hampstead, Pender County, North Carolina 12
DCM- 1'Ht) CITY

5/9/23,9:16 AM The Davey Tree Expert Company Mail-401 Prefile-2213 Washington Acres
DAVEY . Dortch, William <[e-mail]>
401 Prefile - 2213 Washington Acres
1 message
Dortch,William<[e-mail]> Tue, May 9,2023 at 9:16 AM
To: 401 [e-mail]
Cc: "William Dortch (Andy)"<[e-mail]>
The applicant proposes one bulkhead with a wingwall on the northern portion to be constructed landward of the coastal
wetland line of either concrete or naval style vinyl sheet pile measuring 1'wide x 257'long. The proposed bulkhead will
tie to the existing southern bulkhead. The backfill area will measure approximately 1,100 square feet and tie to the
existing grade/top of bank where upland erosion has occurred. Backfill volume will measure approximately 75 cubic
yards and will be comprised of sand obtained from a sand mine or other upland source. An 8'wide x 6'long platform
extension to the existing platform is proposed. The existing 6'wide x 32'long floating dock will be reoriented and a 6'
wide x 60'long floating dock addition is proposed on the north side. The proposed floating dock will generate an
additional two wet slips. A boat lift is proposed on the northern portion of the property measuring 13.3'wide on center and
12.5' long outside to outside with a fixed access pier measuring 6'wide x 16'long. A boat lift is also proposed on the
southern portion of the property measuring 16'wide on center and 14'long outside to outside with a fixed access pier
measuring 6' wide x 14' long and a fixed access dock measuring 4'wide x 16'long to allow enhanced access to the
proposed boat lift. The total number of proposed slips will increase from one to five. There are two sheetpile sills
proposed 2'waterward of the existing outer edge of marsh. The southern sill will measure 86' long, originate from 15'
north of the southern riparian corridor, and terminate at the southern portion of the existing fixed pier. The northern sill will
measure 100' long, originate from the northern portion of the existing fixed pier, and terminate 21'south of the northern
riparian corridor. There will be a 5'gap between the two proposed sills underneath the existing fixed pier access
gangway. The sills will include sheathing board gap areas, the height not to exceed six inches above normal high water,
and markings with 3'tall yellow reflectors will be installed at 50'intervals.
Due to water depths in the vicinity of the existing and proposed docking facilities,dredging is proposed. A proposed
channel maintenance dredge area of approximately 3,200 square feet to a depth of 4' below normal low water level will
generate approximately 325 cubic yards of dredge spoil. The maintenance dredge channel was originally authorized by
CAMA Major Permit 175-07 with a width of 30'x 4'depth in the project area. The existing floating dock maintenance
dredge area was originally authorized by CAMA General Permit 70718. An additional proposed dredge area of
approximately 1,900 square feet to a depth of 4'below normal low water level will generate approximately 120 cubic
yards or dredge spoil. Dredge spoil will be placed on a 50'x 100' upland portion of PIN 3256-12-7448-0000 in Pender
County. The parcel is owned by the applicant. A spoil disposal location figure, plat, and deed are included. There is no
other work proposed on the property. See Attachment for details.
William A. Dortch Associate Consultant
Davey Resource Group, Inc.
3805 Wrightsville Avenue, Suite 15, Wilmington NC 28403
P: 910.452.0001 ext. 1921 I M: 910.471.5012 I F: 910.452.0020
DAVEY#. RECEIVED
Resource Group JUN 0 2Q73
Visit our local office page
_.. _ __. -:._........._...::::::.. ..:..:-:.:..,....�._._.:.,.:._.,_.... _ . _ DCM WILMINGTON, NC
2023-5-9_2213 Washington Acres Figures Sinder.pdf
5637K
RECEIVED
JUN 0 9 Z0Z3
CITY
https://mail.google.comlmail/u/0/?ik=a4bf7a7829&view=pt&search=all&permthid=thread-a:r-328572952806688634&simpl=msg-a:r2390776517114333... 1/1

5/9/23,9:19 AM The Davey Tree Expert Company Mall-Automatic reply:(External)401 Prefile-2213 Washington Acres
DAVEY Dortch,William<[e-mail]>
Automatic reply: [External] 401 Prefile - 2213 Washington Acres
1 message
401 PreFile <401 [e-mail]> Tue, May 9,2023 at 9:18 AM
To: "Dortch, William"<[e-mail]>
This email confirms receipt of your pre-filing meeting request. Please retain this email for your records and
submit this documentation as part of your 401 application (PCN Application) as required by federal law.
DWR will not be able to accept your application without this federally required documentation.401
applications received without documentation that a pre-filing meeting request was submitted at least 30
days prior will be returned as incomplete.
Responses to this email are not monitored.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s)to access of staff contact
list(s).
For Non-Transportation Central Staff:
https://deq.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-
permitting/401-buffer-permitting-contacts
For Non-Transportation Regional Staff: https://edocs.deq.nc.gov/WaterResources/DocView.aspx?
dbid=0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
https://deq.nc.gov/a bout/divisions/water-resou rces/water-resources-permits/transportation-
permittinglstaff-contacts
:DECEIVE®
JUN 01 2023
DCM WILMINGTON�NC
RECEIVED
JUN 0 9 2023
https://mail.google.cornimail/u/0i?Ik=a4bf7a7829&viewr-pt&search=all&permthid=thread-f:1765422739267078196&simpl=msg-f:1765422739267078196 1/1

ROY COOPER yJ.P3 .
Governor
ELIZABETH S.BISER
Secretory 1-40,,,+00-
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
June 8,2023
Davey Resource Group
C/o Andy Dortch
3 805 Wrightsville Ave., Suite 15
Wilmington,NC 28403
Dear Mr.Dortch:
The Division of Coastal Management hereby acknowledges receipt of your application,acting as agent for Trent
Talbert,requesting authorization under the Rules of the N.C.Coastal Resources Commission for development
activities 2213 Washington Acres Road,adjacent to Mill Creek and Topsail Sound,in Hampstead,Pender County.It
was received as complete on June 6,2023 and appears to be adequate for processing at this time.The projected
deadline for making a decision on your permit application is August 20,2023.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 June 6,2023,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 fmd a"Notice of Permit Filing"postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can be observed from
a public road. Some examples would be:Nailing the notice card to a telephone pole or tree along the road right-of-
way fronting your property;or at a point along the road right-of-way where a private road would lead one into your
property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made,and if additional information is required,you will be contacted by the appropriate
State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive
a copy of my field report and/or comments from reviewing agencies.
Si•-- ely,
/ ield Representative
cc: MHC, DCM
Liz Hair, USACOE
NCDWR,Holley Snider
Trent Talbert,2213 Washington Acres Road,Hampstead,NC 28443 RECEIVED
JUN 9 9 2023
DC1V1-MHE) CITY
North Carolina Department of Enviroamenta!Qnaliri? Division of Coastal vlanaaement
_ ,���///, Wilmington Of`ke 127 Cardinal Drive Extension ! Wi!rrington.North Carcilna'_305
°wt"c= 910.796.7215

V7 T a ats? fk K
, Y S', Wii
AU 14
1y -4 i 5 -,�
-.N, i hr • -, rM
T
1 iti4 �+�
4„14
CAMA PERMIT
APPLIED FOR
Applicant proposed to expand an
PROJECT:ting docking facility to create a total of five (5) boat
11'1�` ir��f��l ' r+n�wi h. .II�Hn��J �r�rl r�orfr�rm nn��i
excavation within an existing boat basin/canal at 2213
Washington Acres Rd., adj. to a manmade canal in
v e .fie d,,Pep:de Co
y 6.�. D23_
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Trent Talbert
2213 Washington Acres Road NC Div. of Coastal Mdrrajet.?ent
c Hampstead, NG 28443 127 Cardinal Dr. Ext.
cfl
c.
Wilmington, NC 28405
w Agent: Davey Resource Group
William Dortch Jason Dail {910) 796-7221
y
[phone]

Cr., ,* ROY COOPER
Governor
t ELIZABETH S. BISER
Secretory
iti7
BRAXTON DAVIS
Director.Dmactnn of Comm(Management
June 9,2023
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice:
• Trent Talbert
Hello: Please publish the attached Notice in the Thursday,June 15,2023 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for
newspaper advertising.
Please send the original affidavit and invoice for payment to Tanya Pietila at the NC Division of Coastal Management,
127 Cardinal Drive Extension, Wilmington,NC 28405,910-796-7226 (Customer No. 489895).
Thank you for your assistance in this matter.
411)ncerely,
‘2-P---
Aanya b•tila
Permitting Support& Customer Assistance
cc: Cameron Luck-MHC
WIRO file
USACE
RECEIVED
JUN 0 0 2023
State of North Carolina I Environmental Quality I Coastal Management D C IIVI"1Mt r11� I TY
127 Cardinal Drive Ext.,Wilmington,NC 28405 919 796 7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-
119(b) that the following application was submitted for a development permit in an Area of Environmental
Concern as designated under the CAMA: On June 8, 2023, Trent Talbert proposed to expand an existing
docking facility to create a total of five (5) boat slips, install a new bulkhead and perform new excavation
within an existing boat basin/canal at 2213 Washington Acres Rd.,adj. to a man made canal in Hampstead,
Pender County. A copy of the application can be examined or copied at the office of Jason Dail, N.C. Dept.
of Environmental Quality,Division of Coastal Management, 127 Cardinal Drive Ext.,Wilmington,NC 28405,
(910-796-7221)during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to July 6, 2023 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 these matters will be provided upon written request.
RECEIVED
JUN 0 9 Z023
DC68/14.41-iU CITY

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Trent Arthur Talbert
Mailing Address: 2213 Washington Acres Road
Hampstead NC 28443
Phone Number: 910-231-2087
Email Address: [e-mail]
I certify that I have authorized Davey Resource Group
Agent/Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
installation of fixed pier with
boatlifts and sill, reorientiation of existing floating dock, installation of floating dock
at my property located at 2213 Washington Acres Road, Hampstead
in Pender County.
I furthermore certify that I 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:
RECEIVED
JUN 01 2023
Trent Talbert DCM WILMINGTON, NC
Print or Type Name
Owner
Title
5 9 /2023
Date
RECEIVED
This certification is valid through 12 /31 /2024
JUN 0 9 Z023
DCMFMHLJ CITY

DAVEY
Resource Group
May 19,2023
GRISSOM EUGENE T
2224 WASHINGTON ACRES ROAD
HAMPSTEAD NC 28443
To Whom It May Concern:
Trent Talbert is applying for a CAMA Major Permit for the property located at 2213 Washington Acres
Road in Hampstead, Pender County, North Carolina. The specifics of the proposed work involve
installation of a bulkhead, reorientation of the existing docking facility, addition of a floating dock, and
installation of two boat lifts with access piers. Also proposed are two marsh sills and maintenance
dredging as depicted on the enclosed Plan View drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you of the
development in order to give you the opportunity to comment. Please review the attached permit
application and figures. Appendix B may be delivered upon request. Should you have any objections to
this proposal, please send your written comments within 30 days of your receipt of this notice to:
Jason Dail
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Comments will be considered by the NC Department of Coastal Management in reaching a final decision
on the application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at 910-452-0001, or e-mail me at
[e-mail]
Sincerely,
RECEIVED
•t�t �M
\ .) Rcc4\ JUN 0 1 2023
DCM WILMINGTON, NC
William A. Dortch,Agent
Davey Resource Group, Inc.
Enclosures
RECEIVED
www.davey.com • Phone: [phone] • Fax: [phone] JUN 2023
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403
DCM MMU CITY

DAVEY*.
Resource Group
May 10,2023
HEDGE JERRY DALE JR
PO BOX 911
WRIGHTSVILLE BEACH NC 28480
To Whom It May Concern:
Trent Talbert is applying for a CAMA Major Permit for the property located at 2213 Washington Acres
Road in Hampstead, Pender County, North Carolina. The specifics of the proposed work involve
installation of a bulkhead, reorientation of the existing docking facility, addition of a floating dock, and
installation of two boat lifts with access piers. Also proposed are two marsh sills and maintenance
dredging as depicted on the enclosed Plan View drawings.
As the adjacent riparian property owner to the aforementioned project,I am required to notify you of the
development in order to give you the opportunity to comment. Please review the attached permit
application and figures. Appendix B may be delivered upon request. Should you have any objections to
this proposal, please send your written comments within 30 days of your receipt of this notice to:
Jason Dail
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Comments will be considered by the NC Department of Coastal Management in reaching a final decision
on the application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at 910-452-0001, or e-mail me at
[e-mail] m
Sincerely, RECEIVED
JUN 01 2023
jogi-GitDCM WILMINGTON, NC
William A. Dortch,Agent
Davey Resource Group, Inc.
Enclosures
RECEIVED
www.davey.com • Phone: [phone] • Fax: [phone] JUN 2023
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403
DC —MN CITY

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11111111111111111111111111111111111f saA26 P 0 ott' 1 h6tyPROP
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
/ NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax:S0.00
Pender County Parcel Identification No.3384-35-5159-0000;3256-I3-4466.0000;3393-04-6602-0000;
Duplin County Parcel Identification No.07-4535(Acct.No.9858815)
This instrument was prepared by: Moore&Kenan,Attorneys at Law,PO Box 957,Burgaw,NC 28425✓
Brief description for the Index:
THIS DEED made this 27th day of August,2013,by and between
GRANTOR GRANTEE
JEAN WOOTEN TALBERT and JEAT PROPERTIES,LLC
husband,C.JACK TALBERT A North Carolina limited liability company
ERICA W.TALBERT(Divorced); 664 Hughes Road
TRENT A.TALBERT and wife, Hampstead,NC 28443
SHONA TALBERT;
ANDY D.TALBERT and wife,
KELLY GRACE TALBERT
Enter in appropriate block for each party:name,address,and.if appropriate,character of entity,e.g.,corporation or partnership.
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.
\VITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged by Grantor,has and by these presents does grant and convey unto the
Grantee in fee simple, those first three tracts of land, as hereinafter described, situated in Holly
Township, Pender County, North Carolina and the two remaining tracts of land, as hereinafter
described situated in Limestone Township, Duplin County, North Carolina and each tract being
more particularly described as follows:
TRACT NO. 1:
Located in Holly Township,Pender County,North Carolina and being further described as follows:
NC Bar Association Form No.3 0 1976,Revised©1977,2002
RECEIVED
JUN 0 9 2023
DCivt...n H0 CITY

ll lN 111 II I1111 632 PO1 lIer ! t1I , r of Deeds page 2 IhWIMP
BEGINNING at a stake on the North edge of the Chinquapin Road,T.B.Fisher's corner and runs
thence North 76 East 107 poles to a stake on the back line;thence with that line North 36 W.48 poles to
a stake;thence South 55 W. 117 poles to a stake on the Chinquapin Road;thence with said Road South
17 West 25 poles to the Beginning,containing 24 ''A acres,more or less.
As a reference to the above-described tract of real property see the deed recorded in Deed Book 403,at
Page 290. Also the above-described tract of real property is described in a deed from Arthur T. Wooten
and wife,Darel Mae Wooten to Arthur T. Wooten and Dare!Mae Wooten as tenants in common
recorded in Deed Book 618,at Page 28 of the Pender County Registry.
TRACT NO, 2:
Those certain tracts or parcels of land in Holly Township,Fender County,North Carolina,bounded and
described as follows,to-wit:
Parcel NQ. 1:
BEGINNING at the mouth of a ditch on the East bank of the Northeast River and runs with the line
North 50-55 East 2653 feet to a stake on the public road leading from Henry Shaws to Lanes Ferry
Bridge;thence Northerly with said road to Mall Branch near Henry Shaws residence,a corner of Henry
Shaw;thence down the various courses of said River to the Beginning,containing by estimation Seven
Hundred(700)acres,more or less,and being all the Casteen lands lying on the West side of said public
road same being the lands conveyed by George W.Meeks and wife,to E.C.Ball and E.J.Becton.
EXCEPTING FROM THIS,HOWEVER,THE FOLLOWING DESCRIBED TRACTS:
FIRST EXCEPTION TRACT:BEGINNING at a stake on the edge of Holly Shelter Road runs thence
North 78 degrees 5 minutes West 987 feet to a stake in the run of Mann Branch;thence South 34
degrees 30 minutes West 388 feet to a stake;thence North 73 degrees West 843 feet to a stake;thence
South 37 degrees 30 minutes West 515 feet to a stake;thence South 80 East 1955 feet to a stake;thence
North 31 degrees 30 minutes East 100 feet to the beginning containing 27 acres,more or less.This being
the land conveyed from Gurney P.Hood to D.W.Kennedy.
SECOND EXCEPTION TRACT:BEGINNING at a stake in Henry Shaws line at bridge in the Holly
Shelter Public Road near Henry Shaw's house,runs thence following the run of Mann Branch,West 295
feet to a stake;thence North 46 degrees 30 minutes West 270 feet to a stake;thence North 85 degrees 25
minutes West 810 feet to a stake;thence South 1 degrees 10 minutes West 873 feet to a stake;thence
South 78 degrees and 5 minutes East 987 feet to a stake;thence 23 degrees 20 minutes East 186 feet to a
stake;thence North 29 degrees 45 minutes East 515 feet to a stake;thence North 4 degrees 30 minutes
East 218 feet to the Beginning,containing 23 acres,more or less.
THIRD EXCEPTION TRACT: Further exempting from this tract all the lands conveyed by Gurney P.
Hood which were a part of the original Casteen tract.
FOURTH EXCEPTIONTRACT:Further exempting from this tract 149 acres preciously sold to
Southern Box and Lumber Company.
NC Bar Association Form No.3©1976,Revised©1977,2002
RECEIVED
JUN 01 2023
DCM WILMINGTON. NC
kECEIvEO
JUN 0 9 2023
DeIVHVII-IL) CITY

111111111111111er 1111 111!11111111111er � Sharo Deeds page
9'!r WA 1ot 4hb1y'ROP
It being the intention of this deed to convey about 297 acres of the original Casteen tract in this tract.
Being the identical lands described in deed from Jean Humphrey Henline and husband,Robert L.
Henline,to E.W.Godwin's Sons,dated November 7, 1956,recorded in Book 339,Page 4 of the
Registry of Pender County.
Parcel No.2:
BEGINNING at a stake on the run of Mann Branch,Geo.W.Kennedy's corner of a 27 acre tract;and
running thence with Kennedy's line South 80 degrees East approximately 1025 feet to a stake on the
East edge of the river swamp at the top of the slope;thence South 23 degrees 30 minutes West 165 feet
to a water oak;thence South 3 degrees 20 minutes West 129 feet to a stake;thence South 28 degrees
West 149.5 feet to a large dead oak snag;thence South 58 degrees 55 minutes West 147 feet to a small
dead sweet gum;thence South 43 degrees 30 minutes West 290 feet to a stake;thence South 26 degrees
30 minutes West 157 feet to a hickory;thence South 17 degrees 30 minutes West 116 feet to a stake;
thence South 26 degrees 30 minutes West 214.5 feet to a stake;thence South 34 degrees West 201 feet
to a stake;thence South 18 degrees 10 minutes West 209 feet to a sweet gum;thence South 34 degrees
55 minutes West 145 feet to a water oak;thence South 26 degrees 20 minutes West 115 feet to a stake;
thence South 43 degrees 55 minutes West 431.5 feet to a stake;thence South 48 degrees 05 minutes
East,crossing a prong of the swamp,272 feet to a stake;thence South 17 degrees 15 minutes West 189
feet to a stake;thence South 34 degrees 55 minutes West 206 feet to a stake;thence South 13 degrees 50
minutes West 209.5 feet to a stake;thence South 29 degrees 40 minutes West 161 feet to a stake;thence
South 19 degrees 25 minutes West 144.5 feet to a sassafras tree;thence South 25 degrees 25 minutes
West 356 feet to a small oak;thence South 1 degrees 30 minutes East 152 feet to an oak;thence South
16 degrees West 150 feet to a stake;thence South 30 degrees 55 minutes West 147 feet to a stake;
thence North 88 degrees 45 minutes West 46 feet to a stake;thence South 60 degrees 10 minutes West
165 feet to a stake;thence South 11 degrees 30 minutes West 165 feet to a stake;thence South 42
degrees 30 minutes East 159 feet to a stake;thence South 59 degrees 45 minutes West 182 feet to a
stake;thence South 24 West 111 feet to a stake;thence South 13 degrees 40 minutes East 127 feet to a
stake;thence South 46 degrees 05 minutes West 169 feet to a stake;thence South 5 degrees West 90 feet
to a stake:thence South 89 degrees 15 minutes East 174 feet to a maple;thence South 52 degrees 45
minutes East 137 feet to gum;thence South 4 degrees 05 minutes East 188 fee to a stake;thence South
52 degrees East 176 feet to a small oak;thence South 31 degrees 55 minutes East 216 feet to a stake;
thence South 34 degrees 05 minutes West 48 feet to a stake;thence South 61 degrees East 301.5 feet to a
small hickory;thence South 37 degrees 30 minutes East 173 feet to a stake;thence South 48 degrees 55
minutes East 167 feet to a stake;thence South 18 degrees 30 minutes East 149 feet to a stake;thence
South 18 degrees 30 minutes East 149 feet to a stake;thence South 26 degrees 15 minutes West 162 feet
to a small pine;thence South 12 degrees 30 minutes West 110 feet to a stake;thence South 20 degrees
35 minutes West 479 feet to a small hickory;thence North 76 degrees West 193 feet to a cypress
pointer;thence with the East bank of the Cove,to the East bank of North East Cape Fear River;thence
Northward with the carious courses of the East bank of the River to the mouth of Mann's Branch;thence
up Mann's Branch,with the various courses to the Beginning,containing 149 acres,more or Less,as
surveyed by H.J.Vann,March 1951.
Being the identical lands described as"Third Tract"in a deed recorded in Book 328 at Page 13 of the
NC Bar Association Form No.3©1976,Revised©1977,2002
RECEIVED
JU N 01 2023
DCM WILMINGTON,NC
RECEIV
JUN O92023
OC 1 on) CITY

1111111111111111111E11111111111E1 I9,2,,, PIR:ii9c.1121-
Registry of Pender County,and also in a deed recorded in Book 344,at Page 170,Registry of Pender
County,as"Eighth Tract".
EXCEPTING HOWEVER FROM THE FOREGOING CONVEYANCE OF PARCEL NOS. 1 &2
ABOVE that certain 1.82 acres,more or less,as described in a deed recorded in Deed Book 675,at Page
118 of the Pender County Registry and 0.26 acres,more or less,as described in a deed recorded in Deed
Book 671,at Page 25 of the Pender County Registry.
As a reference to Parcel Nos. 1 and 2 above see the deed recorded in Deed Book 383,at Page 75 of the
Pender County Registry.Also the above-described tract of real property is described in a deed from
Arthur T.Wooten and wife,Darel Mae Wooten to Arthur T.Wooten and Darel Mae Wooten as tenants
in common recorded in Deed Book 618,at Page 28 of the Pender County Registry.
TRACT NO.3:
The following described real estate,situate in Holly Township,County of Pender,and State of North
Carolina,viz:designated as the B.R.Powell,home place,situated on the south side of the Highway
leading from Maple Hill,post office to State Highway No.53,and
BEGINNING at a point marked by an iron stake at the intersection of a line ditch and fence with the
lead ditch,(known as the Sam ditch)in the Pickett,old division line,the same point formally known as
the E.W.Rochelle,and B.R.Powell,corner,and runs thence with the said Pickett,and Powell,line
ditch and fence,North 54 degrees 40'East 1136 feet to a point marked by a cement block buried level
with the ground surface about 25 feet from the center of the aforesaid Highway;thence along the south
edge of said highway South 54 degrees 25'East 720 feet to a point marked by an iron stake known as
the Wooten,and Powell,corner;thence South 53 degrees 45'West as B.H.Wooten's and S.A.Lanier's
lines 206 feet to a point marked by an iron pipe in or near the center of the Chinquapin,old road bed,
(upkeep discontinued);thence with or near the center of said old road bed North 44 degrees 30'West
100 feet to a point marked by an iron stake near the head of an old line ditch and known as the B.R.
Powell,and Riley Jones,corner;thence with the center of said line ditch South 55 degrees West 1152
feet to a point marked by the intersection of said line ditch with the center of the lead ditch known as the
Sam ditch;thence with the center of said lead ditch North 35 degrees 30'West 580 feet to the point of
beginning,containing 17 acres,more or less.The above description is"MAGNETIC"as to date.
As a reference to the above-described tract see the deed recorded in Deed Book 293,at Page 396 of the
Pender County Registry.Also the above-described tract of real property is described in a deed from
Arthur T.Wooten and wife,Darel Mae Wooten to Arthur T. Wooten and Darel Mae Wooten as tenants
in common recorded in Deed Book 618,at Page 28 of the Pender County Registry.
TRACT NO.4:
Located in Limestone Township,Duplin County,North Carolina and being further described as follows,
to wit:
Being all of that 7.00 acre tract of land as shown as Tract 4 on a map entitled survey of"A Portion of
Daniel T.Williams Estate"as prepared by Cowan and Jones,P.A.Registered Land Surveyors dated
November 1986,which said map is recorded in Map Book 12,at Page 46 in the Office of the Duplin
County Register of Deeds,State of North Carolina and being described as follows:
NC Bar Association Form No.3 0 1976,Revised 0 1977,2002
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 2023
DL;iiii-IVt-IU CITY

1111111111lII11�l1llll l Register111111f /1326 P0034 fpLzer -2201000
3
BEGINNING at a concrete monument shown as corner No.99 and runs thence as follows:
1. with the northern margin of N.C.Highway No.41 South 25 degrees 39 minutes 03 seconds West
349.61 feet to an iron stake in a ditch;thence
2. with Jerry T.Williams line North 41 degrees 55 minutes 27 seconds West 714.11 to an old iron pipe;
thence,
3. continuing with Jerry T.Williams line North 13 degrees 18 minutes 07 seconds West 674.63 feet to
an iron stake;thence
4. with the lines of Tract 6 and Tract 5 South 41 degrees 55 minutes 27 seconds East 1,172.94 feet to
the Beginning.
TRACT NO.5:
Located in Limestone Township,Duplin County,North Carolina and being further described as follows,
to wit:
Being all of that 19.56 acre tract of land shown as Tract 3 on a map entitled survey of"A Portion of
Daniel T.Williams Estate"as prepared by Cowan and Jones.P.A.,Registered Land Surveyors,dated
November 1986,which said map is recorded in Map Book 12,at Page 46 in the Office of the Duplin
County Register of Deeds,State of North Carolina and being described as follows:
BEGINNING at a concrete monument at Corner No. 1 on the above mentioned map and runs thence as
follows:
1. with the John E.Williams Estate old line South 85 degrees 33 minutes 27 seconds East 317.25 feet
to a concrete monument;thence,
2. continuing with the John E. Williams Estate line South 20 degrees 28 minutes 01 second East 637.39
feet to a concrete monument;thence
3. with the Nethercutt line South 68 degrees 37 minutes 10 seconds West 690.60 feet to an old iron
pipe;thence
4. with Hallie Albertson's line South 67 degreesl8 minutes 46 seconds West 891.12 feet to an iron pipe
in Mill Branch;thence
5. up and with the run of Mill Branch North 14 degrees 22 minutes 36 seconds East 563.85 feet and
North 13 degrees 06 minutes 25 seconds East 418.16 feet to the south end of a crossing over Mill
Branch;thence
6. with the south side of a farm road South 62 degrees 24 minutes 12 seconds East 202.39 feet and
South 80 degrees 45 minutes 38 seconds East 406.06 feet to an iron stake;thence
NC Bar Association Form No.3 O 1976,Revised O 1977,2002 RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 2023
DCM-MHL CITY

11111111111111111111111141111111 r t egister f har o Re35 i 1 ouphbPAOP
7. crossing the road North 14 degrees 43 minutes 33 seconds East 437.05 feet to the Beginning.
Tract Nos.4 and 5 being the lands as devised to Darel Mae Williams Wooten under Item 5 of the Last
Will and Testament of Daniel T.Williams as on file with the Clerk of Superior Court of Duplin County
in File No. 1983 E. 168.
Tract Nos. 1 through 5 above were devised to Erica Wooten Talbert,Trent Arthur Talbert and Andy
Darel Talbert pursuant to Articles Ill and IV of the Last Will and Testament of Darel Mae Williams
Wooten that was duly probated in the Office of the Fender County Clerk of Superior Court in Estate File
Number 2012 E. 109.
That the Grantors,C.Jack Talbert,Kelly Grace Talbert and Shona Talbert join in this conveyance for
the specific purpose of releasing and conveying their marital interest in and to the above-described tracts
of real property.
All of the real property herein conveyed does not include 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 Grantors covenant with the Grantee,that Grantors have done nothing to impair such title as
Grantors received, and Grantors will warrant and defend the title against the lawful claims of all
persons claiming by,under or through Grantors other than the exceptions listed hereafter:
As to Tract Nos. 1 through 3
1. Pender County real property taxes for the year 2013 and subsequent years.
2. Restrictions of record,if any.
3. Pender County Unified Development Ordinance in effect as of the date of this deed.
4. Utility,roadway and other easements of record,if any.
As to Tract Nos.4 and 5
I. Duplin County real property taxes for the year 2013 and subsequent years.
2. Restrictions of record,if any.
3. Duplin County Zoning and Subdivision Ordinances in effect as of the date of this deed.
4. Utility,roadway and other easements of record,if any.
IN WITNESS WHEREOF, the Grantors have hereunto set their respective hand and seal to this
instrument as of the day and year first above written.
[THE REMAINDER OF Tl1IS PAGE LEFT INTENTIONALLY BLANK]
RECEIVED
NC Bar Association Form No.3®1976,Revised CD1977,2002
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 202i
DCM$ :t- U CITY

1111111111111111111111111111111111111 er It Seds pogo 7 of t.hare ;p
t /t/ Jp (SEAL)
J Wooten Talbert
STATE OF NORTH CAROLINA
COUNTY OF`} *,e"
I, Pt M M ,a Notary Public of the aforesaid County and State do
hereby certify that can Wooten Talbert he"Signatory")personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the following and mark
through all blank lines or spaces in the certificate)
t/ffave personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or federal identification
with the Signatory's photograph in the form of:(check one of the following);
a driver's license;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for the purpose
stated and in the capacity indicated.
ess rn and official stamp or seal this the o&Qday of Ak LIL il(C1Q— ,2013.
Notary Public �}
(Notary Public must sign exactly as on notary seal)
(NOTARX, LEY
My Commission Expires: CAID-Itjblq.. NOTARY PUBLIC
FENDER COUNTY,NOS}/ QLINA
MY COMMISSION EXP.QIii}
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
NC Bar Association Form No.3©1976,Revised 0 1977,2002
RECEIVED
.JUNI 0 9 2023
DCIVIAVIJI-It CITY

Psiurv1/4,
Pander aunty, NC Register of Deeds page a of 1. b9'
(SEAL)
C.1a ie Talbert
STATE OF NORTH CAROLINA
COUNTY OF PENDER
I,Robert C.Kenan,Jr.,a Notary Public of the aforesaid County and State do hereby certify that C.Jackie
Talbert(the"Signatory")personally appeared before me this day and acknowledged the execution of the
foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the following and mark
through all blank lines or spaces in the certificate)
V I have personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or federal identification
with the Signatory's photograph in the form of:(check one of the following):
a driver's license;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for the purpose
stated and in the capacity indicated.
,012itness my hand and icial stamp or seal this the 17th day of September,2013.
4: C..
Notary Public
2
uur
kik
My Commission Expires:June 8,2018. 0' qy %�
tvotOry PuDNe✓���_
Penner County
=My Commission Expires
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06/08/2018
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,P8 c Arto'.``��
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
NC Bar Association Form No.3 O 1976,Revised 8 1977,2002
REGLM Y ED
JUN 0 9 2023

11111111111111111111111g
I1111r 111 f 84326 Lear 9 oiE LS
f- kt/ iarA If (SEAL)
Erica Wooten Talbert
STATE OF NORTH CAROLINA
COUNTY OF /1&&) t{anover
I, kaihlee>. Mar-kez ,a Notary Public of the aforesaid County and State do
hereby certify that Erica Wooten Talbert(the"Signatory")personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the following and mark
through all blank lines or spaces in the certificate)
V I have personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or federal identification
with the Signatory's photograph in the form of:(check one of the following):
a driver's license;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for the purpose
stated and in the capacity indicated.Witness my hand
and official stamp or seal this the 4(/ A day of UG(L{54 ,2013.
kL�,��1ji n� "l'( lJ
Notary Public
(Notary Public must sign exactly(Von notary seal)
jay / oi7 (NOTARY SEAL)
My Commission Expires: /`�
liiin
\‘`0,14 M 44 i'��i4
°x NOTARY <.
?z PUBLIC
RECEIVED
JUN 0 12023
NC Bar Association Form No.3©1976,Revised©1977,2002
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 2023
DCM-0M1-11j CITY

111111111111111111111111111111111111 B4326 Pg03s 1 i- 1
Pander County. NC Replster of Deeds page 1a or 13
(SEAL)
Trent Arthur Talbert
STATE OF NORTH CAROLINA
COUNTY OF
I. -` ,a Notary Public of the aforesaid County and State do
hereby certify that rent Arthur T hart e"Signaloty')personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the following and mark
through all blank lines or spaces in the certificate)
L„,.-Ht've personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or federal identification
with the Signatory's photograph in the form of:(check one of the following):
a driver's license;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for the purpose
stated and in the capacity indicated.
ass my han d official stamp or seal this th ay of 1-- 2013.
Notary Public
(Notary Public must sign exactly as on notary seal)
sic Commission Expires: Cl J)}- AMY M PENLEY
NOTARY PUBLICPENDER COUNTY, ¢(
NA
MYCOMMSSIONEXP.:R WI 3-
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
NC Bar Association Form No.3©1976,Revised©1977,2002
RECEIVED
JUN 0 9 2023
DCM,M 16 CITY

011� 1 I I � N //111111 E.6 P0040if111III egister of Deeds page iouf3b�Ra
i � � T (SEAL)
Shona Talbert
STATE OF NORTH CAROLINA
COUNTY OOF----4 e,te—
I. 14 � . 1—ei i k-1 ,a Notary Public of the aforesaid County and State do
hereby certify that S ona Talbert(the"Sig/atory")personally appeared before me this day and acknowledged
the execution of the foregoing instrumen .
I certify that the Signatory personally appeared before me this day and(check one of the following and mark
through all blank lines or spaces in the certificate)
I have personal knowledge of the identity of the Signatory;or
rave seen satisfactory evidence of the Signatory's identity,by a current state or federal identification
with the Signatory's photograph in the form of(check one of the following):
a driver's license;or
in the form of ;or
L...--acredible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for the purpose
stated and in the capacity indicated.
ess my h nd offs ial stamp or seal this the( day of )1,,LA.1-- ,2013.
Notary u lic l
(Notary Puhlic must sign exactly a. on notary seal)
ct
My Commission Expires: (1 ( ) -4— AMY M PENLEY
NOTARY Pueuc
PENOER COUNTY,NORTH IN
A
MY COMMISSION EXP.: _
1����b�®
JUN 0 1 2023
DCM WILMINGTON, NC
NC Bar Association Form No.3 C 1976,Revisal O 1977,2002
RECEIVED
JUN 0 9 2023
DCMMHO CITY

09 25 2013
111111111111111111111I1I111I111111111 B4326 P0e41 j09-256 p2�,0�13 Op Render County, NC Register of Deeds page 12 of T3
SEAL)
Andy I Tal rt
STATE OF \lP4-
COUNTY OF Q.,W
1+ , 1� ,�,a l I/ ,a Notary Public of the aforesaid County and State
do herebycertify that Andyarel T bert(the"Signatory")personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the following and mark
through all blank lines or spaces in the certificate)
_T I have personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or federal identification
wi r`Sjgnatory's photograph in the form of:(check one of the following):
a driver's license;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for the purpose
stated and in the capacity indicated.
Witness m d official stamp or seal this theC ay of 2013.
,_*_,
lic
(Notary Public must sign exactly as on notary seal)
(NOTARY SEAL)
My Commission Expires: a in(
,,,.ls...u,.
..,6NE R,,,�..,�•,
p��a1ARp%:
PUBI.'G
RECEIVFi •
NC Bar Association Form No.3®1976,Revised©1977,I002
Jury 0I 2023
DCM WlLMINGTON, NC
RECEIVED
JUN 0 9 Z023
DCAti-Akiu CITY

3
p 'lf 5b1111II 111i 111111111111111111 43 �1er 1eer t2 :� 3o h R
Kelly Gra Talbert
GUAl
(SEAL)
STATE OF
COUNTY OF
,a Notary Public of the aforesaid County and State do
hereby certify that Kelly Grace Talbert(the"Signatory")personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the following and mark
through all blank lines or spaces in the certificate)
I have personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or federal identification
with the Signatory's photograph in the form of:(check one of the following):
a driver's license;or
in the form of _ ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for the purpose
stated and in the capacity indicated.
Witness my hand and official stamp or seal this the Selay of 2013.
Public
(Notary Public must sign exactly as on notary seal)
(NOTARY SEAL)
My Commission Expires: afitJi..5'
•1pp,,•„,,,,,,„,,,E
:QP,rOTAq'�`6LS
RECEIVED
f• •
�
JUN 01 2023 '°unoc
DCM WILMINGTON, NC
NC Bar Association Form No.3 0 1976,Revised®1977,2002
•
•
RECEIVED
JUN 0 9 2023
DCM-MHU 'CITY

6I IIHII1111hI1111I11
Doc No: 20026179
Recorded: 07114/2017 11:1&08 AM
Fee Amt. 526.00 Page 1 of 11
Pender County North Carolina
Sharon Lear W toughby,Register of Deeds
BK 4647 PG 886-896(11)
PIN:3256-13-4466-0000
This instrument prepared by MOORC;afc KENAN Attorneys at Law.Post Office Box 957;Burgaw,N.C.28425
NORTH CAROLINA He'urn
J. L. Sea.', Jr,
FENDER COUNTY
DEED OF CORRECTION
This Correction Deed,made and entered into this ld!\day of July,2017,by and
between JEAN WOOTEN TALBERT and husband,C.JACK TABLERT;ERICA W.
TALBERT(Divorced);TRENT A.TABLERT and wife,SHONA TALBERT;and ANDY D.
TALBERT and wife,KELLY GRACE TALBERT,(hereinafter referred to as"Grantors")and
JEAT PROPERTIES,LLC a North Carolina limited liability company(hereinafter referred to as
"Grantee")and whose mailing is 664 Hughes Road,Hampstead,North Carolina 28443:
WITNESSETH:
WHEREAS,Grantors heretofore executed to Grantee a certain deed dated August 27,
2013,and recorded in Deed Book 4326 at Page 30 in the Office of the Pender County Register of
Deeds,State of North Carolina;and
WHEREAS,the fourth call within the legal description of Parcel No. 1,Tract No.2 of
said deed was omitted;and
WHEREAS,the fourth call of the legal description,as contained within the previous
recorded deed of said parcel in Deed Book 618,at Page 28 of the Fender County Registry,is as
follows: thence down the various course of said Branch to North East River;and
WHEREAS,Grantors have acknowledged this omission and have requested Grantee to
join in this Deed of Correction;and
NOW THEREFORE,said Grantors,for the purpose of correcting said omission and in
consideration of the sum of One Dollar,to them in hand paid,have bargained and sold and by
these presents do grant,bargain,sell,and convey unto said Grantee and their heirs and assigns a
certain tract or parcel of land lying and being in Holly Township,Pender County,North
Carolina,and being more particularly described as follows:
RECEIVED 1,
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 2023
DCM,MMD CITY

Bk 4647
Pg 886
TRACT NO.2
Parcel No, 1:
BEGINNING at the mouth of a ditch on the East bank of the Northeast River and runs
with the line North 50-55 East 2653 feet to a stake on the public mad leading from Henry
Shaws to Lanes Ferry Bridge;thence Northerly with said road to Mall Branch near Henry
Shaws residence,a corner of Henry Shaw;thence down the various course of said Branch
to North East River,thence down the various courses of said River to the Beginning,
containing by estimation Seven Hundred(700)acres,more or less,and being all the
Casteen lands lying on the West side of said public road same being the lands conveyed
by George W.Meeks and wife,to E.C.Ball and E.J.Becton.
EXCEPTING FROM THIS,HOWEVER,THE FOLLOWING DESCRIBED TRACTS:
FIRST EXCEPTION TRACT:BEGINNING at a stake on the edge of Holly Shelter
Road runs thence North 78 degrees 5 minutes West 987 feet to a stake in the run of Mann
Branch;thence South 34 degrees 30 minutes West 388 feet to a stake;thence North 73
degrees West 843 feet to a stake;thence South 37 degrees 30 minutes West 515 feet to a
stake;thence South 80 East 1955 feet to a stake;thence North 31 degrees 30 minutes East
100 feet to the beginning containing 27 acres,more or Less.This being the land conveyed
from Gurney P.Hood to D.W.Kennedy.
SECOND EXCEPTION TRACT:BEGINNING at a stake in Henry Shaws line at bridge
in the Holly Shelter Public Road near Henry Shaw's house,runs thence following the run
of Mann Branch,West 295 feet to a stake;thence North 46 degrees 30 minutes West 270
feet to a stake;thence North 85 degrees 25 minutes West 810 feet to a stake;thence
South 1 degrees 10 minutes West 873 feet to a stake;thence South 78 degrees and 5
minutes East 987 feet to a stake;thence 23 degrees 20 minutes East 186 feet to a stake;
thence North 29 degrees 45 minutes East 515 feet to a stake;thence North 4 degrees 30
minutes East 218 feet to the Beginning,containing 23 acres,more or less.
THIRD EXCEPTION TRACT: Further exempting from this tract all the lands conveyed
by Gurney P.Hood which were a part of the original Casteen tract.
FOURTH EXCEPTIONTRACT:Further exempting from this tract 149 acres preciously
sold to Southern Box and Lumber Company.
It being the intention of this deed to convey about 297 acres of the original Casteen tract
in this tract.
Being the identical lands described in deed from Jean Humphrey Henline and husband,
Robert L.Henline,to E.W.Godwin's Sons,dated November 7, 1956,recorded in Book
339,Page 4 of the Registry of Pender County.
RECEIVED
JUN 01 ?0.7
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 Z023
be M.Mhu CITY

Bk 4647
Pg 887
To have and to hold said land,together with all privileges and appurtenances thereunto
belonging to them the said Grantee and their successors and assigns in fee simple forever.
And said Grantors covenant that they are seized of said land in fee simple and have the
right to convey the same in fee simple;that the same is free and clear of al I encumbrances;and
that they will warrant and defend the title herein conveyed against the lawful claims of all
persons whomsoever.
IN TESTIMONEY WHEREOF,said parties have hereunto set their hands and seals the
day and year first above written.
[REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]
{SIGNATURES FOLLOW ON SUCCEEDING PAGES)
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 2023
DCWVIHU CITY

8k 4647
✓ � lip � Pg
L - 1 (V (SEAL)
Jean oten Talbert
STATE OF NORTH CAROLINA
COUNTY OF Pe..cde.
I, Rov,Krt- C- 114n4t,t :5 .- ,a Notary Public of the aforesaid County and
State do hereby certify that Jean Wooten Talbert(the"Signatory")personally appeared before
me this day and acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the
followin and mark through all blank lines or spaces in the certificate)
✓ I have personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or
federal identification with the Signatory's photograph in the form of:(check one of the
following):
a driver's license;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for
the purpose stated and in the capacity indicated.
Witn my hand and official stamp or seal this the 1 Z day of ��`4 ,2017.
Notary Public
(Notary Pu exactly as on notary seal)
�(3404T'�' " ,§EAL)
My Commission Expires: -g- zee ,„ 1,r
O Notary Public✓?'s
= vender County =
My Cornsniss?Cn Expkeslf
06/0812018
O
�,;'Tnrnut •'', RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
•
RECEIVED
JUN 0 9 2023
DCIVIAVItib CITY

9k 4647
Pg 889
,-
C.Ja>) albeit (SEAL)
STATE OF NORTH CAROLINA
COUNTY OF-Pc,,,tw.
1. per'k- C• ed.,. -Irk.. a Notary Public of the aforesaid County and
State do hereby certify that C.Jack Talbert(the"Signatory")personally appeared before me
this day and acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the
followin mark through all blank lines or spaces in the certificate)
I have personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or
federal identification with the Signatory's photograph in the form of:(check one of the
following):
_a driver's license;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for
the purpose stated and in the capacity indicated.
i ss my hand and official stamp or seal this the /y day of4{y ,2017.
% r./ij-C./ - I
otaty Publi
(Notary Public must sign exactly as on notary seal)
(NOTARY SEAL)
My Commission Expires: 6-8-Zo18
-- O`�,,co`1C I KEN r��ii i
t'`Otery Publlc
- Pender COuiry -
_My Commtsslcri ExAlres�
c O[•/08/2G 18
•
�?°?ty CAO�\`\` `�\`
irminm 0a`
RECEIVED
JUN 0 I ?e?3
DCM WILMHNG i OJIv ;vc
• RECEIVED
JUN 0 9 2021
Oc 1v$-1vMHD QITY

85 4e47
Fog 890
_&C.43/f
Erica Wooten Talbert
(SEAL)
STATE OF NORTH CAROLINA
COUNTY OF Pcntke
I, Rabe..f C- nu.p,• T.c.— ,a Notary Public of the aforesaid County and
State do hereby certify that Erica Wooten Talbert(the"Signatory")personally appeared before
me this day and acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the
folo►yirig and mark through all blank lines or spaces in the certificate)
�a// I have personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or
federal identification with the Signatory's photograph in the form of:(check one of the
following):
a driver's license;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for
the purpose stated and in the capacity indicated.
Witn my hand and official stamp or seal this the 1 Z day of ,2017.
_C
Public
(Notary Publi s sign exactly as on notary seal) ...‘so t C sENg4��.,,
°TARY S13At
My Commission Expires: t -e 20/f :I'', Noi�r,pub.„
iounW ifes=
My Cornmi"ion 8 _
0o105i2018
EC EI\JE 1"Nrrrllni�'\
�jjjQ,J 1 2023;
DCM WILMINGTON,N
RECEI\/ED
j1 N 0 9 2023
DC kiVII HD CITY

Bk 4647
Pg 891
(SEAL)
Trent A ur Talbert
STATE OF NORTH CAROLINA
COUNTY OF ?e.+.Qv11
I, !Ro.oe.._4- C- I(erw�N "T� ,a Notary Public of the aforesaid County and
State do hereby certify that Trent Arthur Talbert(the"Signatory")personally appeared before
me this day and acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the
foilaturtg and mark through all blank lines or spaces in the certificate)
✓✓ I have personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or
federal identification with the Signatory's photograph in the form of:(check one of the
following):
a driver's Iicense;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for
the purpose stated and in the capacity indicated.
Wi my hand and official stamp or seal this the /2 day of 3(' ,2017.
C
otary Public
(Notary Public I si tly as on notary seal)
(v,prri RY SEAL)
My Commission Expires: G fir- LOM "c KFtv,44 !,
a• qa
4- NotoWY p�bilc
(„nder County
MY Orr:. ss'on Exp11es_
O�iOBi20�s q;
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er
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RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
RECEI\/ED
JUN 0 9 Z073
DCIVI4FIL, CITY

Bk 4847
Pg 892
r.-.-
t y�..x � (SEAL)
a Talbert
STATE OF NORTH CAROLINA
COUNTY OF .?4,,«84..
I, i-,4 L-% C- 144.40,..... '12- ,a Notary Public of the aforesaid County and
State do hereby certify that Shona Talbert(the"Signatory")personally appeared before me this
day and acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the
followipriind mark through all blank lines or spaces in the certificate)
I have personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or
federal identification with the Signatory's photograph in the form of:(check one of the
following):
a driver's license;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for
the purpose stated and in the capacity indicated.
Wi •s my hand and official stamp or seal this the 12_ day of'�.�l y 2017.
s(i —�
'otary Public
(Notary Public must sign exactly as on notary seal)
(NOTARY SEAL)
My Commission Expires: 6-?- Zo/p
``\```�,�,ti1(E Nq j"
RECEIVED =Ms; o�os =Q\
'''', RrH Ct'
JUN 01 20z3 ,,, ,,,,,,
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 ZUZ3
DCMI- IHV) CITY

Bk 4647 -
Pg 893
.9 (SEAL)
Andy arel Talbert 1,
STATE OF M e-(M19w7
COUNTY OF U /Q,,.4/ 1,‘
1, X3ate,ae, ,a Notary Public of the aforesaid County and
State do hereby certi that Andy Darel Talbert(the"Signatory")personally appeared before
me this day and acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the
following and mark through all blank lines or spaces in the certificate)
I have personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or
federal identification with the Signatory's photograph in the form of:(check one of the
following):
a driver's license;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for
the purpose stated and in the capacity indicated.
itn s my hand and official stamp or seal this the /Q day of A LAt., ,2017.
4
Notary Public
.,�`1 S t: l,�
(Notary Public must sign exactly as on notary seal) .`�tr= -' -'.•-.1.'
r► -,Q.
My Commission Expires: o< -/O / 9 (NOTAI ,.,: •. p
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
JUN 9 9 2023
DCIVI-M'HD CITY

Bk 4847
Pg 894
(SEAL)
Kelly Grace Talbert
STATE OF \ItLimallit—
COUNTY OF
I, fYIX ,a Notary Public of the aforesaid County and
State do hereby certify that Kelly Grace Talbert(the"Signatory")personally appeared before
me this day and acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day and(check one of the
following and mark through all blank lines or spaces in the certificate)
Xl have personal knowledge of the identity of the Signatory;or
I have seen satisfactory evidence of the Signatory's identity,by a current state or
federal identification with the Signatory's photograph in the form of:(check one of the
following):
a driver's license;or
in the form of ;or
a credible witness has sworn to the identity of the Signatory.
The Signatory acknowledged to me that he/she voluntarily signed the foregoing instrument for
the purpose stated and in the capacity indicated.
Witness my hand and official s p or seal this the /6 day of jj y(l� ,2017.
/1,it ' ,
No Public
(Notary Public must sign ernrtly as on notary seal) ,400-NO i'11:t,,,,,
My Commission Expires: Z/j D/j 9 (NOT AR ' gnc •
_
rid�btltat':;�.
'd ` ``
'lUtlun'''�
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
JUN 09Z[123
DCM-MHfi CITY

ak4E47 -
Pg 895
BRICK MNEY DING,INC.
By:
rent A.Talbert
Attested to: J- , (CORPORATE SEAL)
.� - I / L��
n W.Talbert
STATE OF NORTH CAROLINA
COUNTY OF PENDER
1, C- ICe.w,ti ,a Notary Public of the aforesaid County
and State do hereby certify that Jean W.Talbert personally appeared before me this day and
acknowledged that she is Secretary of Brick Chimney Landing,Inc.,a North Carolina
corporation and that by authority duly given and as the act of the corporation,the foregoing
instrument was signed in its corporate name by its President,sealed with its corporate seal,and
attested by herself as its Secretary. Witness my hand and official stamp or seal on this the
/2 day of July,201
C
to Public
\`F t 'NFrr i
My Commission Expires: lv 8-4/� C
q��ii\\ e H ry
NotCry Public
Pender County
aMy Commission Expiresc
06!052018
'y CAR° \,
RECEIVE®
rr ,
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
DCJUN 0 9 2023
MM$0 CITY

1111111111111110111111111111
Doc No: 20035315
Recorded. 04/09/20t 8 03:59:27 PM
Fee Amt: 526.00 Page 1 of 2
Excise Tax:50.00
Pander County North Carolina
Sharon Lear fMIttoughby.Register of Deeds
BK 4662 PG 1046-i047(2)
STATE OF NORTH CAROLINA
IVo sA-""r'RSL QUITCLAIM DEED
OUNTY OF PENDER
k. PREPARED BY&RETURNED TO:SIEGEL&RHODENHISER,PLLC
PARCEL 3291-06-8732-0000 `` ,,
THIS QUITCLAIM DEED, made and entered into this the Vl day of
2018, by and between SHONA LEIGH TALBERT, married, of 664 HUGHES ROAD,
HAMPSTEAD, NC 28443, GRANTOR, to, TRENT ARTHUR TALBERT, married, of 664
HUGHES ROAD,HAMPSTEAD,NC 28443,GRANTEE
WITNESSETH:
That said Grantor,for and in consideration of the sum of Ten ($10.00) Dollars to him in
hand paid, the receipt of which is hereby acknowledged, has remised and released and by these
presents does remise,release,convey and forever quitclaim unto the Grantees and their heirs and/or
successors and assigns all of the right, title,claim,and interest of the Grantor in and to a certain
tract or parcel of land lying and being in Pender County, State of North Carolina, and more
particularly described as follows:
Lot 9 as depicted on plat entitled"LONG POINT ESTATES—SECTION 4"recorded in Map Book
36 at Page 45,to which reference is made for a complete description,being a portion of the property
conveyed to Washington Acres,Inc. by deed recorded in Book 1664 at Page 261, Pender County.
Together with easement referenced in Book 3768,Page 25,Pender County Registry.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all privileges thereunto
belonging to them,the Grantees and their heirs and/or successors and assigns,free and discharged
from all right,title,claim or interest of Grantor or anyone claiming by,through,or under her.
The Grantor and Grantee have entered in to a Premarital Agreement as referenced by
Memorandum of Premarital Agreement recorded in Book 4645 at Page 1166 in the office of the
Pender County Register of Deeds. Their intent in the Premarital Agreement was to allow for either
party to deal with any separate property acquired prior to or during their marriage without the
RECEIVED
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 2023
17C" -M11U CITY

ak 4662
Pg 1047
joinder of the other. Since that intent was not clear in the Memorandum of Premarital Agreement,
Grantor hereby makes clear that, in addition to all other interests conveyed,Grantor specifically
releases and quitclaims to the Grantee and his heirs, successors in title or assigns, any and all
marital rights or claims she might otherwise have in the above-described lands growing out of the
marriage of the parties, and authorizes conveyance of the said lands by the Grantee without her
joinder, free of any rights she might otherwise have in said lands by virtue of their maniage. This
conveyance is intended to also release any statutory dower interest Grantor may have under NCGS
Section 29-30.
The purpose of this conveyance is to transfer ownership pursuant to N.C.G.S 39-13.3(a)and to
vest title in the name of the Grantee and to allow Grantee to henceforth convey and encumber
said property or any portion thereof without the consent or joinder of the Grantor.Grantor hereby
relinquishes: (1)All rights to administer the Grantee's estate as provided in N.CG.S. 284-4-1
with respect to the real estate described herein; (2) all right of intestate succession to the
Grantee's estate as provided in N.C.G.S. 29-14; (3) the right to an elective life estate in the
Grantee's estate as provided in the Grantee's estate as provided in N.C.G.S. 29-30;(4)the right
to receive an elective share of Grantee's estate pursuant to N.CG.S. 30-3.1 et seq.;and(5)the
right to a year's allowance in the Grantee's estate as provided in N.C.G.S. 30.15. It is the
intention of the parties hereto that the property described herein shall be considered separate
property of the Grantee pursuant to the Equitable Distribution Act (N.C.G.S. § 50-20) and
Grantor relinquishes all right or claim to said property provided in said Act.
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.
IN WITNESS WHEREOF,the Grantor has hereunto set her hand and seal the day and year
first above written.
Q»sa-C))t,: 1r1 ref (SEAL)
S NA LEIGH T BEI2T
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, (Act 1( t , a Notary Public of the State of North Carolina and
County ofA201( ,do hereby certify that SHONA LEIGH TALBERT personally
appeared before me this day and acknowledged due execution of the foregoing instrument for the
purposes therein expressed. ( ,,
Witness my hand and official seal this vl'' ` da} lr\ .2018.
My Commission Expires: �. .c g rPAR ,�
41_1,13 .� _ Notary Pub is
Notary Public S. (Notary Seal)
New Hanover F-
F.
RECE!VEr-
JUN 01 2023
DCM WILMINGTON, NC
RECEIVED
JUN 0 9 2023
DCM-WIti CITY

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3/9/23,8:46 AM The Davey Tree Expert Company Mail-Fwd:[External]Mill Creek ORW Boundary
DVEY Henson,Scarlett<[e-mail]>
Fwd: [External] Mill Creek ORW Boundary
Henson, Scarlett<[e-mail]> Thu, Mar 9, 2023 at 8:45 AM
To: Scarlett Henson <[e-mail]>
>.
tl9 N
Best, e�
P1! o 2
Scarlett Henson I Environmental Scientist
Davey Resource Group, Inc. —, U
3805 Wrightsville Avenue, Suite 15, Wilmington, NC 28403 C3
P: 910.452.0001 ext. 1906 I M: 910.279.8348 I F: 910.452.0060
.T Y i
DAVEY
Resource Group
Visit our local office page t7
n
xi
Forwarded message G Tr1
From: Henson, Scarlett<[e-mail]> z C)
Date: Thu, Mar 9, 2023 at 8:35 AM o al
Subject: Fwd: [External) Mill Creek ORW Boundary <
To: Scarlett Henson <[e-mail]> O o
z
z
C)
-------- Forwarded message
From: Snider, Holley <[e-mail]>
Date: Thu, May 26, 2022 at 4:14 PM
Subject: RE: [External] Mill Creek ORW Boundary
To: Finch, Greg <[e-mail]>
Cc: Mairs, Robb L<[e-mail]>, Henson, Scarlett <[e-mail]>, Stephen Morrison <[e-mail]>
Good afternoon Greg,
https://mail.google.corn/mail/u/0/9ik=4a1864a730&view=pt&search=all&permmsgid=msg-a%3Ar5467963600799268432&dsgt=l&simpl=msg-a%3Ar5467963600799268432 1/8

3/9/23,8:46 AM The Davey Tree Expert Company Mail-Fwd:[External]Mill Creek ORW Boundary
The GPS coordinates listed in the NC Marine Fisheries Commission Rules Book (dated 4/1/2020)for the secondary nursery boundary of Mill
Creek are consistent with 15A NCAC 02B .0224 Water Quality Standards for High Quality Waters. The online map viewer is not accurate in this area ›-
and adjustments will be made to the mapping in accordance with the information listed above. Please feel free to call or email me if you have any
fJ o
questions.
Lu
U 2
w Z
Sincerely,
Holley Snider.-'—' ,><((((°>'' ><((((°>...—
Environmental Specialist II
Division of Water Resources
North Carolina Department of Environmental Quality
Phone: [phone]
ra
r
lievivimeni a 1'.P
ry � vz��44
r`' rn
127 Cardinal Drive Ext. 0
z
Wilmington, NC 28405 n
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Finch, Greg <gregory.finch@davey,corn>
Sent: Friday, May 13, 2022 9:18 AM
To: Snider, Holley<[e-mail]>
Cc: Mairs, Robb L<[e-mail]>; Henson, Scarlett<[e-mail]>; Stephen Morrison <[e-mail]>
Subject: Re: [External]Mill Creek ORW Boundary
hop slime il.google.com/mail/u/0/7ik=4a 1864a730&view=pt&search=all&permmsg id=msg-a%3Ar5467963600799268432&dsgt=1&simpl=msg-a%3Ar5467963600799268432 2/8

3/9/23,8:46 AM The Davey Tree Expert Company Mail-Fwd:(External]Mill Creek ORW Boundary
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam.
}
Holley,
ILl
Just to follow up with some additional information. The secondary nursery for Mill Creek is defined with coordinates:
U
L
(8) Mill Creek - all waters west of a line beginning on the north shore at a point 34° 20.6420' N — 77° 5
42.1220' W; running southwesterly to the south shore to a point 34° 20.3360' N — 77° 42.2400' W
Shellfish sanitation also has a closure boundary for Mill Creek and it also has coordinates.
See attached maps for reference.
Past guidance has been to rely on the written descriptions over maps or GIS,All that I can find is"From the source to the Intracoastal Waterway".
Does DWR have coordinates that can be verified?
If not, it would seem the boundary should be where we have shown it and that the subject property based on that description alone would be in
the waters of Mill Creek and not the AIWW, and therefore SA;HQW.
v
Thanks again for our help with this, please call to discuss if needed. n
C
� Z m�
Greg Finch I Section Manager .
E'?
Davey Resource Group, Inc. o o rro
3805 Wrightsville Avenue, Suite 15, Wilmington, NC 28403 z w
P: 910.452.0001 ext. 1928 I M: 910.470.4734
VEY#. 0
Resource Group
https://mail.google.com/mail/u/0/?ik=4a1864a730&view=pt&search=all&permmsgid=msg-a%3Ar5467963600799268432&dsgt=l&simpl=msg-a%3Ar5467963600799268432 3/8

3/9/23,8:46 AM The Davey Tree Expert Company Mail-Fwd:[External]Mill Creek ORW Boundary
Visit our local office page }
® CV to On Thu, May 12, 2022 at 3:59 PM Finch, Greg <[e-mail]>wrote: fil z
Ix
Thanks for the quick reply Holley. I was aware of the online mapper lines but those are incorrect in a few locations. See below for an example. -�
The written description excludes Mill Creek and I would think that would be at the mouth of the creek as we have shown? Even regardless of
past permits if the incorrect online mapping was used and not verified. Thanks again.
ro
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Greg Finch I Section Manager
Davey Resource Group, Inc.
3805 Wrightsville Avenue, Suite 15, Wilmington, NC 28403
P: 910.452.0001 ext. 1928 I M: 910.470.4734
DAVEYI.
Resource Group
Visit our local office page
https://mail.google.cam/mail/u/O/?ik=4a1864a730&view=pt&search=all&permmsgid=msg-a%3Ar5467963600799268432&dsgt=l&simpl=msg-a%3Ar5467963600799268432 4/8

3/9/23,8:46 AM The Davey Tree Expert Company Mail-Fwd:[External]Mill Creek ORW Boundary
Lig o_ ��
On Thu, May 12, 2022 at 3:51 PM Snider, Holley <[e-mail]> wrote: CM
Good afternoon All,
11 --- la?
Please see the attached maps that show the SA;HQW classification for Mill Creek (Betts Creek) and the SA;ORW classification for Middle and Topsail Sound.
These boundaries are supported by previous permit actions for this property which classify the area as SA;ORW. I hope this information is helpful and feel
free to call or email me if you have any additional questions.
.t IQ NC DEQ Division of Water Resources Map Locator
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3/9/23,8:46 AM The Davey Tree Expert Company Mail-Fwd:[External]Mill Creek ORW Boundary
rage; NC DEO Division of Water Resources Map Locator H
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Sincerely,
Holley Snider.. —'•.,><((((°>• „ .><((((°>
Environmental Specialist II
Division of Water Resources
North Carolina Department of Environmental Quality
Phone: [phone]
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Vhttps://mail.google.com/mail/u/0/7ik=4a 1864a730&view=pt&search=all&permmsg id=msg-a%3Ar5467963600799268432&dsgt=1&simpl=msg-a%3Ar5467963600799268432 6/8

3/9/23, 8:46 AM The Davey Tree Expert Company Mail-Fwd: [External]Mill Creek ORW Boundary
127 Cardinal Drive Ext.
Wilmington, NC 28405 0
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From: Finch, Greg <[e-mail]>
Sent: Thursday, May 12, 2022 10:03 AM
To: Snider, Holley<holley.snider@ncdenr,gov>
Cc: Mairs, Robb L<robb.mairs@ncdenr,gov>; Henson, Scarlett<[e-mail]>; Stephen Morrison <[e-mail]>
Subject: [External] Mill Creek ORW Boundary
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam.
Holley,
We're working on a project located at 719 Hughes Rd in Hampstead on Mill Creek. It's my understanding per 02B .0225 (d)(7) (E), section
.0311 (e) (1) and section .0312 (e) (1)that Mill Creek is classified as SA:HQW and the boundary for ORW is theAIWW. Does the attached
figure accurately show the boundary? I've copied Robb just in case this has come up in the past.
Thanks for any feedback.
Greg Finch I Section Manager
Davey Resource Group, Inc.
3805 Wrightsville Avenue, Suite 15, Wilmington, NC 28403
P: 910.452.0001 ext. 1928 1 M: 910.470.4734
DAVEYt.
Resource Group
https://mail.google.com/mail/u/0/?ik=4a1864a730&view=pt&search=all&permmsgid=msg-a%3Ar5467963600799268432&dsgt=l&simpl=msg-a%3Ar5467963600799268432 7/8

3/9/23,8:46 AM The Davey Tree Expert Company Mail-Fwd:[External]Mill Creek ORW Boundary
Visit our local office page
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3URVRY R6f8R81VC6:: MG0 M: E7R(EXI50NG/FOUND IRON ROD) N VICINITY NAP(N.T.S)
LOT 9.LONG POINT-ESTATES, SECTION 4 CP(EXIST7NG/FOUND IRON PIPE)
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MAP OF EX/STING CONDITIONS I, Elizabeth F. Smith, PLS. cert/ry that this plot was drawn under my supervision
from on actual field survey mode under my supervision from informotion as noted
FOR hereon;that the boundorles not surveyed ore clearly Indicated os dashed lines;
TRENT TALBERT that the rotor of and Lana,Witness m us 1:IO,000+and Is correct Lathe best
of my knowledge and 6e'!. Witness my original Signature, License Number and
Seal 9
OF 2213 WASHINGTON ACRES RD, HAMPSTE4D NC this lP ;day or AD. 2023.
•
00, W/K"\ I ELIZABETH F. SMITH, PLS
TOPSAIL TOWNSHIP - PENDER COUNTY - NORTH CAROLINA E6mM F. Smith, ROBERT H. GOSLEE&ASSOCATES, PA
SCALE: 1" = 50" FEBRUARY 20, 2023 NC License No. L- LAND SURVEYORS- LAND PLANNERS
317 E.50 0 50 100 150 ��`lr C�AtRO!Aei. Nc WALLACE OR PORATE CC,ROLINAB2846ENSE No. s _ F
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I Tax Parcels 2 NOT A S RVEYED OR ENGINEERED DRAWING.FOR ENVIRONMENTAL PERMITTING ONLY
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A rial.Photo Flown on Aprll 19,2005
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HAMPSTEAD, NC Horizontal Datmu North Caro WInino
lina State Plane NAD83 lo MC 28405 11 , •—•• ,,_,, ,_..
Vertical Dolunr Wean Low Water(1ALW)84outort Dolton On Dec I/27/09 r,3 —1,-11-E)
MILL CREEK ESTATES CANAL (REACH 2) Surrey performed by Gohogan&Bryant,Associates Surrey Date 1/24/2009
on Jan.24,2009 and represont conditions at that time
AFTER DREDGING SURVEY Drown By:AML/BCB Chwrkod By C th•
wing Name:M1LL CREEK AD DWG
BATHYIAETRY
scar i•=30' SAW 3 of 24 JUN 0 9 2023
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...

Dail, Jason
From: Dortch,William <[e-mail]>
Sent: Thursday,June 1, 2023 8:18 AM
To: Dail,Jason
Cc: Finch,Greg;William Dortch (Andy)
Subject: [External] Re: Trent Talbert CAMA Major permit application - additional information
requested
CAlJ1ION fxtemal email Do not ciO ificid*open attoh1Tto unless verified Reportsupiciousenno with theReport Message
button located on ybur Outlook-menu baron the Home.tati _ `
Jason, thanks for the review. Attached is a download link to the updated application package which addresses the
comments. We were able to find a CAD file of the channel survey which has been overlain on our figures and a paper
copy is included. Also included are the riparian delivery confirmations. A hard copy will be delivered to your office
today. Let us know if you need anything else to accept this one as complete. Thank you
Li
I t
-_20234-1 2213 Washington Acres CAMA Application...
William A. Dortch I Associate Consultant
Davey Resource Group, Inc.
3805 Wrightsville Avenue, Suite 15, Wilmington NC 28403
P: 910.452.0001 ext. 1921 I M: 910.471.5012 I F: 910.452.0020
Visit our local office page
On Fri, May 19, 2023 at 2:07 PM Dail,Jason <iason.dail(a)ncdenr.gov>wrote:
Hey Andy, hope you're are doing well. Please see the below request regarding Mr. Talbert's CAMA major permit
application.
RE: INCOMPLETE CAMA Major Development Permit Application
PROJECT ADDRESS—2213 Washington Acres Road, Hampstead, NC
Dear Mr. Dortch: RECEIVED
3UN 09 ""
Devil vivi t)TY

The Division of Coastal Management's Wilmington Regional office received a CAMA Major Permit application from you,
on behalf of Trent Talbert, requesting approval for development activities adjacent to property located at 2213
Washington Acres Road, Hampstead, NC. In reviewing your application, we have discovered that additional
information is needed to complete the review process. Accordingly, I am requesting that you submit the following
additional information to this office:
• The site plan drawing submitted with the application package (sheet 3 of 5) depicts a 6' x 8' platform located
over Coastal Wetlands. Please be advised that any piers and/or platforms constructed over Coastal Wetlands
shall not exceed more than 6' in any dimension. The proposed platform would need to be reduced and/or
eliminated to ensure than no portion exceeds the 6' limitation over wetlands.
• Please detail and/or describe on the site plan drawing the area hatched in white.There is no mention on the site
plan as to what this feature references.
• On the MP-2 form, please separate the "new"vs. "maintenance" portion of the dredge project. The form refers
to a canal —220' and "other" at 160'.... Please explain what the 160' refers to.
• Based on the historical permitting records, the width of the previously dredged channel, in the vicinity of the
proposed project, is 25' in width, not 30' in width as shown on the site plan drawings.
t • Due to the location of the proposed docking facility in relation to the adjacent dredge channel, it is necessary
that the applicant provide a survey of the previously dredged channel. This is necessary to demonstrate that no
portion of the proposed docking facility will extend beyond the near shore edge of the existing channel
footprint (example: the southern lift is shown to extend beyond (waterward) of the existing edge of channel).
Once a survey has been completed, please overlay the proposed development plan on top of the survey.
1,-' • Please provide the signed certified mail receipts for the proposed project (i.e. green cards).
• Based on the request cited above, some of the calculations for the existing and proposed dredge footprint may
change. Please ensure that any/all information that is returned as part of this additional information request, is
accurate and reflects the scope of work being proposed.
In accordance with the Department of Environment and Natural Resources regulations, we note that the application, as
received by DCM on May 12, 2023, is incomplete for processing. Upon resubmission of a complete application, a local
decision will be made in 150 days, provided this period is not extended as provided by law. Please contact me at 910-
796-7221 if you have any questions.
Jason Dail
Field Representative
NC Department of Environmental Quality
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone:[phone], Fax: [phone]
2 JUN 0 9 2023
DGIVI MK.) CITY

NC Division of Coastal Management Fee: $��[D DW i'(cTh
Major Permit Application Computer Sheet CDAITS_ MHC cc
Applicant:' r (4f( &/.'/-
Agent/Contra tor:
Project Site County: '2 -n,._
Staff: TAIP District: Wilmington
I Project Name: k • •' Rover File n/a I River Basin: 1 •,
Initial date of application submittal: 41 1 'L 3
Date application"received as complete"in the Field office: S 2-3
Permit Authorization: ❑CAMA 0 Dredge&Fill Both
SITE DESCRIPTION/PERMIT INFORMATION
ORW: (es,No I PNA. DYes O#lo Photos Taken Yes❑ Nal9 Setback Required(riparian): ❑Yes, o
Critical Habitat:❑Yes igiNo [Not Sure 15 foot waiver obtained: ❑Yes 'VeNo I Hazard Notification Returned:
❑Yes,No
SAV ❑Yes iFfNo ❑Not Sure Shell Bottom. ['Yes 52,No ❑Not Temporary Impacts: N6Yes ❑No
Sure
Sandbags. Eyes jgNo ❑ Not Sure Did the land use classification come Mitigation Required(optional):
I from county LUP:,®Yes ❑No ❑Yes tNo
Moratorium Conditions. Environmental Assessment Done. Length of Shoreline.
JYes ❑No ❑NA ❑Yes ❑No❑NA FT
' Shellfish Area Designation Project Description: (code) Development Area: (code)
Open -o lose.
SECONDARY WATER CLASSIFICATION—OPTIONAL(choose MAX of 4)
❑ Future Water Supply(FWS) ❑ Nutrient Sensitive Waters(NSW) ' ❑ Swamp Waters(SW)
igh Quality Waters(HQW) ❑ Outstanding Resource Waters(ORW)
rWETLANDS IMPAC
• i404'+ Corp of Engineers (J ictional j ❑ (LS)Sea lavender(Limonium sp) ❑(SS)Glasswort( Salicornia sp)
wetlands)
❑ (CJ)Saw grass(Cladium jamaicense) : A) Salt mars grass (Spartina ❑ (SY) Salt reed grass(Spartina
alterni i cynosuroides)
❑ (DS) Salt or spike grass (Distichlis (SC)Bullrush ree square(Serous ❑ (TY) Cattail(Typha sp)
spicata) sp)
❑ (JR)Black needlerus uncus j ❑ (SP) Salt/meadow grass (S ina
roemerianus) patens)
APPLICATION FEE
❑ No fee required -50 00 ❑ III(A)Private wi D&F up to 1 acre 3490 , ❑ III(D) Priv public or comm wi D&F to 1
can be applied -$250 acre 4144 can't be applied-$400
"l Minor•Icdification to a CAMA Major ❑ Major Modification to a CAN1A Major ❑ IV Any development involving D&F of
permit-5100 permit -$250 more than I acre -$475
El Permit Transfer-5100 ❑ III(8) Public or commercial wl D&F to 1 1 ❑ Express Permit-$2000
acre;4144 can be applied - $400
J Majcr development extension request- ; ❑ II Public or commercial/no dredge _
5100 and/or fill -$400 RECEIVE J
L, I Private ro dredge and/or fill - 5250 • lil(C'Priv public or comm w •D&F to 'yc
j
e, 4144 can be applied DCM rends �;'' 9 7.023
DWQ agreement •$400 I
DC110 MIIO CITY

r �/�
Applicant:
Date: 1p—'b 2-3
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
I
TYPE REPLACE
Activity Name Number Choose Choose Dimension 1 Dimension 2 Dimension 3 Dimension 4
One One
I
I f New Work Reply t r r i f
Maint❑ ❑Y N X b X I t I bill
f New Work[ . Replace / ��
1 Maint❑ / ❑Y ISO
tt Y ,
1 New Work% Replace
Maint❑ ❑Y IszN _ / to
New Work Replace / n/
NA/ 1 Maint❑ ❑Y NLN , y i.(
New Work Repl0 Y ISIN 1 3 / )( I 1 I�/v 16
Maint❑ Y N Jl �j
New Work Replace � /�
FPI-1— I Maint 0 ❑Y�(V
I I
New Work Replace
A-(.._ / } Maint❑ 0 YlN 27 X 22e n `�
New Work❑ Replace
/Six _ ,
/ Maim I ❑Y ❑N t<^0 i
Describe below the HABITAT disturbances for the application. All values should match the name,and units of measurement found
in your Habitat code sheet.
TOTAL Sq. Ft FINAL Sq. Ft. TOTAL Feet FINAL Feet
(Applied for (Anticipated final ;Applied for (Anticipated final
DISTURB TYPE I Disturbance total disturbance Disturbance disturbance.
Habitat Name Choose One includes any Excludes any ctai ncludes Excludes any
anticipated restoration any anticipated restoration and/or
I restoration or and/or temp restoration or temp impact
temp impacts) -pact amount) temp impacts) ,4-/-16r---
Dredge 0 Fill❑ Both 0 Other\Z ,a / 6/O ii
DI Dredge 0 Fill 0 Both 0 Other //?O ( 13reoge Fill] Both ❑ Other I 4 O
Dredge❑ Pill❑ Both ❑ Other ❑
Dredge❑ Fill❑ Both 0 Other 0
Dredge 0 Fill 0 Both ❑ Other 0
j
Dredge❑ Fill❑ Both ❑ Other 0
Dredge] Fill❑ Both ❑ Other 0 I CE�V�©
4
.JUN 0 9 2023
DGM-•MHD CiTY
919-733-2293 :: t•888-4RCOAST ! www.nccoastalmanagement.net revised: 822&18

Date Date Check From Name of Vendor Check Check Permit Rct. #
Received Deposited Permit Holder Number amount Number/Comments
6/12/2023 Davey Resource Talbert United 9798 $400.00 Major Fee, 2213 Washington JD rct.
Group, Inc. Bank Acres Rd, Hampstead PNCO Split 19192
60/40
C
rn
w Mop
"C

Major Permit Fee Schedule
I i/,, ( W b . cfl
at
Project Name:T-(t4f ( Ct 1' '« County: P-1,�tc1GL-- Check No&Amount: 40
Development Type Fee DCM % DWQ
(14300160143510009316256253) (2430016024351000952341)
I.Private,non-commercial development
that does not involve the filling or $250 100% ($250) 0% ($0)
excavation of any wetlands or
open water areas:
II.Public or commercial development that
does not involve the filling or excavation $400 100% ($400) 0% ($0)
of any wetlands or open water areas:
III. For development that involves the
filling and/or excavation of up to 1 acre
of wetlands and/or open water areas,
determine if A,B,C,or D below applies:
III(A). Private,non-commercial
development,if General Water Quality $250 100% ($250) 0% ($0)
Certification No.4175 can be applied:
III(B).Public or commercial development,
if General Water Quality Certification $400 100% ($400) 0% ($0)
No.4175 can be applied:
III(C). If General Water Quality
Certification No.4175 could be ap
but DCM staff determined that a diti al $400 60% ($240) 40% ($160)
review and written DWQ concu ence is
needed because of concerns rela
water quality or aquatic life:
III(D). If General Water Quality $400 60% ($240) 40% ($160)
Certification No.4175 cannot be applied:
IV. Development that involves the filling
and/or excavation of more than one acre $475 60% ($285) 40% ($190)
of wetlands and/or open water areas:
RECEl\rp f)
DCM.MHD CITE

`Y�o m STATE a�\`'',
1 7
ROY COOPER i� 71 ;
is
Governor l •I ( C
ELIZABETH S.BISER ` o.�
Secretary •�p+M+„D®
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
June 9, 2023
MEMORANDUM:
FROM: Cameron Luck, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.luckNCDENR.qov
SUBJECT: CAMA/D&F
Applicant: Trent Talbert
Project Location: 2213 Washington Acres Rd., adj. to manmade canal/Mill Creek, Hampstead,
Pender County
Proposed Project: The applicant proposes to expand an existing docking facility by creating four(4)
additional slips (totaling five boat slips), install a vertical vinyl breakwater/sill,
bulkhead and new excavation within an existing boat basin/canal within Mill
Creek.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by July 6, 2023. If you have any questions
regarding the proposed project, contact Jason Dail at(910) 796-7221 when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached"
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.
PRINT NAME
AGENCY RECEIVED
SIGNATURE DATE .I111\I (i 9 2nL3
DCi4M-MHO CITY
— North Carolina Department of Environmental Quality I Division of Coastal Management
v�f/� Wilmington Office 1127 Cardinal Drive Extension Wilmington.North Carolina 28405
N�NTM
oepw�.M a ow o'd 910.796.7215

® CT') ..
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IF, � so,.. . b. :�a I ••4,•:! PO BOX 10793 pp Hwy 17
A. s r-+ `t� �&' .4 yit, �� ` `...« • WILMINGTON NC28404 '.
-1 Ott e v :", fir;' R pa an C.- *�• - SR 1582
w +. 4 Site
e" .,• , JC `8 t arol 7 w f igkk.
` Site Location Map
• .dam ti ,r ' t *+i•
•r t 4K:•f ; I �_ s
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..._ „,,,, .. ,...,. ,
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ti .A !' v ` 4 SUBJECT PROPERTY I I
R �• a�'y.'� :R:' ^„, - 2213 WASHINGTON ACRES RD
1+ �1! a- •
•
'R, •• x . Appx.Channel Ce-terlire �- tr. �� J r Ga.- ..• lik ' T ..
..\
IIIIIP!1
E �', :,.. ,. .. ,I 4 1, �i �' ll
! ;' a` �� `dries 1 •
`-. may+ 0 0, 4+ V - ( ,�b `
•t..4:..-*
<' �Fj 'f'�» ' ��.,, A • •�'T4 14 raj i` • � ! . i/
, .•,. i. ri4.4 , . . M• .. iv '''„e,/ / .
•
it • •lry- .11 ,E, ' .
`E •
7 `. Normal High Water
�/ ,�
h/�r ,* 'wrl'i '• y4 ` 30'CAMA Buffer iit Q� ;{ 1 • .
. ;►ate / ! N.
•
y' % a mod. \ - �' '4r - ` USACE Navigation Channel
Rtr 1, , HEDGE JERRY DALE JR +� � •*
' 'lltS: �� • PO BOX 911 =• ✓' \„ USACE Setback
d ?;`.fv WRIGHTSVILLE BEACH NC 28480 - .•:. USACE ROW
' •
Legend NOTES ._"
Survey Boundary ---' - --- 1. 2022 PARCELS FROM NCONEMAP.TAX PARCEL BELOW NNW NOT SHOWN 2C23 AERIAL FROM NEARMAP
Tax Parcels 2 WIDTH OF WATER BODY IS APPROXIMATELY S0'-95'. _ }�(�� y�y�
RIpanan Corridor 3 NORMAL HIGH WATER AND COASTAL WETLAND LINE FROM DAVEY RESOURCE GROUP DELINEATED DECEMBER 14 2022 f— Pi°e., 0.. OC•••WH•' IMiN MY'' SIC
15'SerbaDk APPROVED BY DCM STAFF MAY A 2023. 2213 HWA nRInn 5R5/2023 NA
a UPLAND SURVEY FROM ROBERT H GOSLEE S ASSOCIATES PA COLLECTED FEBRUARY 20 2023 MAD 93 2011). DAr G I APes .lob USACENumber
— -Navigation Channel - 5. NOT A SURVEYED OR ENGINEERED DRAWING.FOR ENVIRONMENTAL PERMITTING ONLY Sam
Resource Grou 1150 DRGNCW22559
USACE Setback - --- p
USACE Right of Way 30'CAMA Buffer --------- 0 75 150 300 35,`O,5"'"'te+.e Su,*15 EeRmg Conm5Re9 o,..,,,,, S11ee1 Number
Normal High Water Appx.Channel Centerline -- - - -- L� Ynlm�ngt°T oao n•2M03 and SR•LO<a°°" WAD 10l5
C W sn,wanW4U:eaelooPEV 2213 Weslrglm Aces ew•
p

C".1.1 N
Eli o
..i
r�'f' ' ''+ 'S:. Riparian Corridor _= tea' Existing Adjacent Bulkhead .-, ,, „.. ... .: r
Y r and 1 ..Setback b . S•° \f�c;' 1
... _,- _.. ....., s,..
•
. ..
, .
..
-,......f :.;.,,......
.fir ",y-1 . `'Y•,{ r s .r• ,-; ."Li # A-it t/" -/ ,i
dr.. i' <1E ti jam-•-. •` .•jam•-t: *�' �+� ✓• {r il' '% ' ;?.
a.>°2 AS- ` ` j Top of Bank J..� -, Appx.Channel Centerlines r ,.,,, r +. ,,.. •
ate , '- y *•
'. 14 .,_- s
�� •rK • ,� 't' 30'CAMA Buffer t . W
Outer Edge of Marsh - 'r j _ t• f
' i /ia f s ��" � ^4 S ,.A� �� fr tat.
f�, i`` �� \,y,i� ,Normal High Water `
�� a `� =Su'vey Bc rdary ,
1 .i.i -. ,,,,,_._
.- Existing Docking Facility - Coastal Wetland Line' * f,
...,...„. , ,,, •
yi. ,r; Ito t / +
, ...
_.,,...„.., .,,.:.
. •, ..,,
‘ ,.• - ._ ,IN... . - , ., -A* ,..
k'' s_ - Riparian Corridor = — fi ' X, '
'e° • and 15'Setback A t ,,74, , •. . • `.•.. / F ,
• Existing Adjacent Docking Facility '•.a+�X t ii's• yam'
1« Existing Adjacent Bulkhewraad ± it ? • .i ah
4.
a._r / f M1 _'�• _ w 1.,,,,k,..g.: ,.. ....4e.,11. 4..„4.
J -_i t.
•
, . ,r...
•
,.,
. „
. .
, .
...•
M. �. j >�t r..iF, �.'�''t- , ar3a•f, +: a Y
> —• NOTES -
t 2022 PARCELS FROM NCONEMAP.TAX PARCEL BELOW NHW NOT SHOWN 2023 AERIAL FROM NEARMAP ��.��1
2 r' ay 2•
. NORMAL HIGH WATER AND COASTAL WETLAND LINE FROM DAVEY RESOURCE GROUP DELINEATED DECEMBER la 2622 APPEIO`I M E I F MAY
l r iytt_ 1. •..v vd'e�- i.'- / / tY'.4e.V a 2023.
} -, i T WIDTH OF WATER BODY IS APPROXIMATELY 80'-95'.
w - f' - a UPLAND SURVEY FROM ROBERT H GOSLEE E.ASSOCIATES PA COLLECTED FEBRUARY 20 20231MAD 63 2011) II IAI O,
,f N ` ' �1:If.Op yy' �r' _- 5 LENGTH OF SHORELINE AT NORMAL HIGH WATER IS 270' J V IY -
F aq ` - 6 NOT A SURVEYED OR ENGINEERED DRAWING FOR ENVIRONMENTAL PERMITTING ONLY
.,,. �. - RCM WILM0r?rs.N, vc
Legs
Survey Boundary ...■.....s.
Tax Parcels
Riparian Corridor Prwa o.0 Remo.Date
15'Setback 2213 W°.Pngen 52512023 NA
Existing Adjacent Docking Facility Outer Edge of Marsh ----------------- DAVEY Acres Se. ,m Urn.
Existing Adjacent ulkhead Top of Bank Resource Group T. 1"•50 DRGNCW22.55S
Coastal Wetland Line 30'CAMA Buffer --------— ]sae w�yns.,ue A.e 5�.is E.nun9 CarxLnoro
Normal High Water Appx.Channel Centerline — 0 25 50 100 D'ewo ej WED Shea Nem02 of
YAMrN.n Mo.Drama 2M0] Dell
lE 91W5_-Wer
C'Iu'a-:To 4.1 lap-V2212 Wt.,.Acre.wq

r __ . . rliki
.4 " 1 r Ex sr.ng Adjacent Bulkhead
. '.��•. ' l 'F Riparian Corridor .• - .
=14 A •Y, ��ti- }. and 15'Setback
'' � , "".1
..'.=sti,',.',.a j Waterbody lh idth �C \ •' •� • • AIM J '\ +, -` • S
�� Top of Bank I. • t� ae`•
1- -''i•=Y 1:Y �,Y 2� � , -A 'SIC',
�-^ �s . ` ' x► roposed Sheetpile Sill /
4. _ I 4• (100'Long,2'Waterward of Outer Edge of Marsh) " 1 : �'
•
Proposed Dredge Area(-3.500 sq ft to 4 NLW) ti tr y "� • - - 30'CA='A batter.• a�`'\k *lit
"•' •`
.. - Appx.Channel Centerline- - [__ -� FSC 4- .�I- ' 1 •.FY•,�. ,
- Proposed Boat Liftek
�• _ .aiC 4, . { ,I +` T• S.�(12.5'Length Outside to Outside x 13.3'Width on Center) •;.r•nr. �.i Jr -I__._
with 16'Long z 6'Wide Fixed Access Pier Y
Outer Edge of Marsh -- x iffi. - _ •'SF ,, 46._ - y
.ili .."11." krikcsair-
m. M, Existing Reoriented Floating Dock ,". r -. r R y Proposed Floating Dock Addition h::J ••e: C..
(32'Long x 6'Wide) ^-� ,C, I !I{ p y' � y 1.J.- (60'Lang x 6'Wide) RR�� 1 :
• � �''-E . ; i �. _ Survey Prundary
! !�i fw. emu- -� - l '- . I
Mill Creek Dredge Channel 25'width x 4'depth . •-• • !`- .✓- •0 . --Al i IP : = r
(per CAMA Major 175-07) - - - I - iI r
{•4" ,'11e
Proposed Boat Lift .. F { • ' ' I ` .::'�`
(14'Length Outside to Outside x 16'Width on Center) -•3`�•'" . - - -_ I Proposed Platform Addition(6'Long x 6'Wide) -. '
with 14'Long x 6'Wide Fixed Access Pier • ---- + I JJ , r-
and 16'Long x 4'Wide Fixed Access Dock ® _ •
Proposed Sheetpile Sill • _,ASY A a i • -
i• 1-, �� 'y
(86'Long.2'Waterward of Outer Edge of Marsh)•`"- - cM:., - - ` r •.
_1-4', Proposed Maintenance Dredge Area - - _ !�— -( _ �{
' .=F ; (-2.000 sq ft to-4'NLW per CAMA Major 175-07) - i°` + _ice
r --`t�.rr� ..i • _ � P. r Normal Hlgh Water 4. 4 .•/`
2� ` Riparian Corridor � `. k -.r
.T •. 5 .`-'Y� n' - �I•t and 15'SeMack �\ / .�; +' F Coastal •Wetland'_ine + •�
NOTES - - • 1 -- r, i " \ �1. • K� •••
I � 1 2022 PARCELS FROM NCONEMAP tAx PARCEL BELOW NHW NOT SHOWN.2023 AERIAL FROM P - - \ -'� w •
-i Proposed Bulkhead with WngWall •
2. NORMAL HIGH WATER AND COASTAL WETLAND LINE FROM DAVEY RESOURCE GROUP DELINEATED i ••+a ,' (257'Long x 1'Wlde Landward of CW Line) •�c
DECEMBER 142022 APPROVED BY DCM STAFF MAY 42023 \" _ __ . `� r,,
3. WIDTH OF WATER BODY IS APPROXIMATELY 60'-95'. r �• `. .,: ' ) Upland nil to Top of Bank ` "•'"
a. UPLAND SURVEY FROM ROBERT H.GOSLEE b ASSOCIATES PA COLLECTED FEBRUARY 20 2023 iNAD 83 �, , t
P011T Y �, r (volume to be determined) -•�
5. EXISTING MILL CREEK DREDGE CHANNEL FROM GBA JANUARY 1 2009 SURVEY • •. - ` `` .5IS •RELATIVE
• rr '^�
8. NOT A SURVEYED OR ENGINEERED DRAWING.FOR ENVIRONMENTAL PERMITTING ONLY - ExlSting Adjacent Dock-,rig Facility _��"tt 7
ege •
Survey Boundary m.......m JUN 01 «..3
Tax Parcels Proposed Dredge Area
Ripanan Corridor Top of Bank - Prow solo PawmnDam
15'Setback Outer Edge of Marsh -- ni3 Acres DcMWWILMINGTCN.MC
Proposed Bulkhead Mill Creek Dredge Channel DAVEY■
Existing Adjacent Bulkhead 2 Waterbody Width Resource Group Tn. s� DR
1 1'•30 DRGNCW22 559
Coastal Wetland Line 30'CAMA Buffer --------- 0 3805.44E4 k Ara Sum 15 p� SI..Rueter
t5 30 BO vAr,�,�an cnwma 2e.w Ten VowUWD s of s
Normal High Water Appx.Channel Centerline ------ ---, 00.45:41a+
-,,..e,.4.00009,0e411er4k Fv.211 LYad••mybn A..,.El,

CI N r%♦
.F.J o C„/
M
L o
,
z
' .,. 4 _� J
• Proposed Sheetpile Sill rr
r 1 Waterbody Width -� `\ `� \ -4,. i'DO'Long,2'Waterward of Outer Edge of Marsh) '•
1 ' r• i -. ,3
. 4 3 \C; ,�- . $ice • `� "' • .T,..
41r; •
_,
.N \ \_ r P Top of Bank
rr - %• 4~ t{• - \ N .a. r `'1 t - - 30'CAMA Buffer
�q Proposed Dredge Area(-3 500 sq ft to-4.NLW) i \ - , .
i -`• Appx.Channel Centerline s t A y E ''A -;- ,. • ,'\i
Outer Edge of Marsh i �- •' -4--, • 4' 5j' \ �\f \ ;el Air•' '... -. Proposed Boat Lift Survey Boundary -`
,
�,, -\ `,, ',•• (12.5'Length Outside to Outside x 13.3'Width on Center: '- ,
h• i a. 1 with 16'Long x 6'Wide Fixed Access Pier a
a "sue i
•
.. 1 . ii,. ., IN
likExisting Reoriented Floating Dock •• 1 ( L-At ,4,- x ..,:-•,,.... .--,� - '
(32'Lon x 6'Wide ,, J ! '
jH ya•_1{� �\. 7 ; oPo6th5oY .,.
•
+ ? x .�•�f " Normal High Water ,;• �
' Mill Creek Dredge Channel 25'width x 4'depth•;•.-' t .14# '•s ,"fie-
(per CAMA Major 175-07) - 5' 5'ir - •4' • — I •T, 4) 1%., 1 , - Coastal Wetland Lino quali , ,
N.
r ,
/, Prcoosec Sheet le Sill — y: y 1
. � . (86 Long.2 +La enva,,o c`Cuter Edge of Marsh) r __ • +Y Proposed Platform Addition(6'Long x 6'Wde) 51C►
Proposed Maintenance Dredge Area ! • `.\ Proposed Boat Lift s - -7
- A r (14'Length Outside to Outside x 16'Width on Center) y
'• (-2,000 sq ft to-4'NLW per CAMA Major 175-07) • / "*11 with 14'Long x 6'Wide Fixed Access Pier
•�^_� �:� `^\ 10.° s and 16'Long x 4'Wide Fixed Access Dock
NOTES . . T '
1. A FROM FROM NCQNEMAP.TAX PARCEL BELOW NHW NOT SHOWN.2023 `�- .,C 10 �' / - T
AERIALAFROM NEARNAP �__ ,J ' I! t .
2 NORMAL HIGH WATER AND COASTAL WETLAND LINE FROM DAVEY RESOURCE GROUP - '`h '
DELINEATED DECEMBER 14 2022 APPROVED BY DCM STAFF MAY 4 2023. i - • , ,
3 WIDTH OF WATER BODY IS APPROXRAATELY 60-95' \ ® `•:_ . '-'-'0-
-r`.
UPLAND SURVEY FROM ROBERT N GOSLEE 8 ASSOCIATES PA COLLECTED \ 87^ a 1 II` . . 4.11111i,
-
FEBRUARY 20.2023(HAD 83;20il). "J/J j -' A.
5. EXISTING MILL CREEK DREDGE CHANNEL FROM GBA JANUARY 1 2009 SURVEY ' .•J • I -_ Y` Y-
6 LENGTH OF SHORELINE AT NORMAL HIGH WATER IS 230. `\.' 1
Proposed Bulkhead with W ngwall
a T WATER DEPTHS PROVIDED BY CLIENT COLLECTED FEBRUARY 8.2023 CHANNEL , I (257'Long x 1'Wide Landward of CW Line)
WATER DEPTHS COLLECTED APRIL 19 2023 RELATIVE TO NORMAL LOW WATER 14 \( •�. ,
8. NOT A SURVEYED OR ENGINEERED DRAWING FOR ENVIRONMENTAL PERMITTING i._ -- 'Upland Fill to Top of Bank • s Ij
ONLY
_ ..ti. �} ._• - - ,... ` '�(-75 CU VC to Grade) eth sr.
Survey Boundary even m•...•... DCM WILMINGTON,NC
Tax Parcels Proposed Dredge Area -
Riparian Corridor ----- Top of Bank - - --- - ea Date Rwa.n Dan
15'Setback Outer Edge of Marsh • Qw it'v 'Ra 2213 AUm.6°wn srzsrz023 NA
Proposed Bulkhead Mill Creek Dredge Channel M-G i AGei sal. b6 N,.•+n..
Existing Adjacent Bulkhead awwiam a Waterbody Wdth Resource Group
Telr 1"•20 DRGNCW22.559
33.Whops Ie A.e su.,s
Coastal Wetland Line 30'CAMA Buffer --------- 0 15 30 60 KIP v..121 Dr.•+M s1w�Y+,ao4
YAYn,nCY+n -0001 a 3P<03 WAD .015
Normal High Water Appx.Channel Centerline ------ sms.-ouo,
c.0segW00094esuo3 0tv221Y+wsmyo-.• esm.a

N
a 0
WI 3 CD
f,j o .5
Z
Proposed Maintenance Dredge ` t r q�tr % i 3 CAMA Buffer �°'
4 - Area to-4'NLW(-150 CU YD) e T II
� •
per CAMA Major 175-05 I j I -�11 ! « 1 • Top of Bank
1
t •
a Waterbody Width •P �' `^' I O'. Proposed Bulkhead with Wingwall
(25T Long x 1'Wide Landward of CW Line)
\ ' .,.',------- ----Proposed Boat Lift,Fixed Access Dock,and Fixed Access Pier ( / II I
�95 .�� • y C Coastal Wetand Line'� ' tw. .. Upland Fill to Top of Bank
A --.
- \ (-75 CU YD to Grade)
A
` Outer Edge of Marsh / \\ , / tr ! Proposed Sheetpile Sill(86'Long. •
o / -- • 2'Waterward of Outer Edge of Marsh)
• J I. . •
•
•
) }..;�r. I F : Outer Edge of Marsh .-
Appx Channel Centerline r••' I • +,
I ■
:• Normal High Water •
�►'
i Proposed Dredge Area �� �� '�
', Iw to-4'NLW(-260 CU YD) {}}
Mill Creek Dredge Channel Proposed Dredge Boundary Proposed Fixed Access Outer Eage width x 4'depth
of Marsh Normal High Water
(per CAMA Major 1 p5 07) \ and Finger Pier / Coastal Wetland Line
\\ // Top of Bank
Proposed
A 1 Boat Lift 7 A.
Proposed Sand Backfill
I 1
10IN____--------
(-75 CU YD to Grade)
8 8
6 Min.existing grade c bottom d board 6
4 NHW
Proposed Bulkhead
2 T 2 (Depth Per Contractor)
0 "LW 0 RECEIVED
-2 _2
-0 , 4 JUN 01 2023
.. n 4-6 I n� 1 I 6 DCM WILMINGTON,NC
0+00 0+10 0+20 0+30 0+140 0+15 00+60 0+70 0+30
Existing Grade Proposed Sill
Proposed Maintenance Dredge Area Proposed Grade (Depth Per Contractor) g per Contractor ° ^ B is
g Proposed Dredge Area — Pilings
(-150 CU YD to-4 NLW) (-260 CU YD to-4 NLW) 2:1 Slope at Time of Construction (Size.Spacing.Depth) Hor¢Dnl.l and Vernal
Legend NOTES
Top of Bank -- -- 1 2022 PARCELS FROM NCONEMAP.TAX PARCEL BELOW NEW NOT SHOWN 2023 AERIAL FROM NEARMAP
Coastal Wetland Line 2 NORMAL HIGH WATER AND COASTAL WETLAND LINE FROM DAVEY RESOURCE GROUP DELINEATED DECEMBER 14 2022
APPROVED BY DCM STAFF MAY 4 2023 Prows DR. Revues,DBE
Normal High Water 3 WIDTH OF WATER BODY IS APPROXIMATELY 80-95. 2213 Wean nXon 5/25/2023 NA
A UPLAND SURVEY FROM ROBERT H GOSLEE&ASSOCIATES PA COLLECTED FEBRUARY 20.20231NAD 63 2011). DAVEYI Acres
Outer Edge of Marsh 5 EXISTING MILL CREEK DREDGE CHANNEL FROM JANUARY 1 2009 SURVEY Sow .roe Nun.,
6. -ENGTH OF SHORELINE AT NORMAL HIGH WATER IS 230'. Resource Group Te. Ai Weld ORGNCW22 559
7 WATER DEPTHS PROVIDED BY CLIENT COLLECTED FEBRUARY 6 2023 CHANNEL WATER DEPTHS COLLECTED APRIL 19 2023. 0105 Ympnnvee Ave Suit 15 ProOM View pe
A peen,eV Snea Number
RELATIVE TO NORMAL LOW WATER \vAm,plpn NorD Camino 29403 WAD 5 015
6. NOT A SURVEYED OR ENGINEERED DRAWING FOR ENVIRONMENTAL PERMITTING ONLY 910-252•0001
'Inn.•,r.,•swop-V-21 0r" ••n AOe009

,,,.. .
rilliff-.711s. r ,\ ,.. . t 64-
PiEr .
1! ii4 L -I:
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•kill'. K'. Allkiliellj, if.
fi.. VIP.'
. '4"11.1 - ' kiirliCFn-
fil -77.f' Illil' 144,11 '
e , .. t. "Iii
A 1/4';*„,',...:. ',N
--11-Imm BRIAN FOREHAND
1
1 . .1 II
74,.1 . • .% .
' . i 1, fr 4 • ...,. \ 1,4,2. .,..e' it PO BOX 10793
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PO BOX 911
WRIGHTSVILLE BEACH NC 28480
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Legend NOTES
Survey Boundary 1 2022 PARCELS FROM NCONEMAP TAX PARCEL BELOW NHW NOT SHOWN 2023 AERIAL FROM NEARMAP
Tax Parcels 2 WIDTH OF WATER BODY IS APPROXIMATELY 60 -95. b
Riparian Corridor 3 NORMAL HIGH WATER AND COASTAL WETLAND LINE FROM DAVEY RESOURCE GROUP DELINEATED DECEMBER 14 2022 P, ect Dale 15' Setback APPROVED BY DCM STAFF MAY 4 2023. - _ 2213 Washington 5/25/2C
4 UPLAND SURVEY FROM ROBERT H GOSLEE 8,ASSOCIATES PA COLLECTED FEBRUARY 20 2023 kNAD 83 2011) DA1/EY_ . Acres
Scale
USAGE Navigation Channel 5 NOT A SURVEYED OR ENGINEERED DRAWING FOR ENVIRONMENTAL PERMITTING ONLY .
_
I;sAr..p Spthrk Resource Group Tit',

` �1 txlsting Hajacent tsuiknead
K'w s;-. . ' ' Riparian Corridor ;. - 4 "" -.�
' and 15' Setback : "r. % '� .F
41/4
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` iE •.fix..
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•
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4 ram"" , \ •f•. 4 Top of Bank
=rr ,fit•> Appx. Channel Centerline - .► s. 1 , a
. •w4FY'�.,, s ii.s ' .".- r`•
o ,3 +• - � iA'r -v C• � . 1.-11•` • . .
• r 4- • , ,.. if at..z„.• .4` ,-,
I 30' CAMA Buffer i /
Outer Edge of Marsh l _ i ` AA , - i,, . A - i :/���l+' .��
r _ ' !' I •. �}' `? .. - r r /e. ra
r Y
a
` - +' / �.,1� Normal High Water
t Survey Boundary
r •
..*, �` Existing Docking Facility I lir Coastal Wetland Line a
.‘ ft. .
•
. .. .' .. Jim i 4,, r ' �` #f *:
•
= �` Riparian Corridor 4 a .' `t 4. • /
"It ..-i and 15' Setback ',- • .G i r•. 4,,�P. , -�t ff H-
_ . 4 - s4j4ik
K Existing Adjacent Docking Facility ti +. �� i ''''. '.;.„...:4;:
+tu"1 ' F '`'
{ Existing Adjacent Bulkhead ` . i - " -.;c+ ' . #,. ,,7 . ;• � 'f '
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rr r}I '',.`� ' NOTES or x ' :•�'...• * , n• •;+ .-
`i: . .q` 1 2022 PARCELS FROM NCONEMAP TAX PARCEL BELOW NHW NOT SHOWN 2023 AERIAL FROM NEARMAP.
, • r ' a �' - I• i , .-. 2 NORMAL HIGH WATER AND COASTAL WETLAND LINE FROM DAVEY RESOURCE GROUP DELINEATED DECEMBER 14 2 22
f.
°* 4 • ,.. tom',+ 'r _ , " / . ,,4..4 4 2023. .
• ` e �. y `- ` K� 3 WIDTH OF WATER BODY IS APPROXIMATELY 60 -95.
2. .x 1r r:yi �' ttill .
0,;,:% .04 4 UPLAND SURVEY FROM ROBERT H GOSLEE&ASSOCIATES PA COLLECTED FEBRUARY 20 2023(NAD 83 2011)
�:or . ^', - - '_' `M.p` it 4P- - ads ! y„S t• L 5 LENGTH OF SHORELINE AT NORMAL HIGH WATER IS 230
r�'.-4 - .F '- y -. '•` 6 NOT A SURVEYED OR ENGINEERED DRAWING FOR ENVIRONMENTAL PERMITTING ONLY
ft' + `"
Legen.
Survey Boundary m. -. i•■ ■■ -
Tax Parcels
Riparian Corridor Project Date
15' Setback DAVEY 2213 Washington 5/25/202
Existing Adjacent Docking Facility Outer Edge of Marsh Acres Scale
Existing Adjacent Bulkhead Top of Bank Resource Group Idle 1"=50'

.•, {i f { —mom. Ili! -
r _ :-t I Existing Adjacent Bulkhead
Riparian Corridor
-4 s.••.� . -41 4 * t ; nd 15 Setback _77191 _ r--- _"
ir.
t _A • -.
,*" '� ��• .a a Waterbody Width :'+�; I 'I. v , - - . t 4
,,'if- _• f e,,""i' _ Y r S� Top of Bank
' - 3��� f..airy- �i.It Ji�. _y w' --'4� ', i `� , 1112
*,• ,js. 31FY _ f > r .4."• Ie.., , , ;. 1 '4 Proposed Sheetpile Sill
1��
; ` `�. "tK i _ ; `!i, ♦„ (100' Long,2'Waterward of Outer Edge o'r Marsh) . 1 y
Proposed Dredge Area(-3.500 sq ft to-4' NLW) ' I �, b• t, • 30 CAAv1A Buffer . i�\`
lk
A x. Channel Centerline- `� os
• ���- - pp •. • � '+ � iii
� , �•., Proposed Boat Lift �. .+
• -Y• _--"•, "-: ��* 1 A., h 43 ,i (12.5' Length Outside to Outside x 13.3'Width on Center) ,Yti .. , t r with 16' Long x 6' Wide Fixed Access Pier } -
Outer Edge of Marsh + �-- �� r Vela&
1. �.. \ Ia ., Existing Reoriented Floating Dock . -'I'- = '" Proposed Floating Dock Addition1111
' . -
1 '.4-k.. 60' Lon x 6'Wide + 'f
(32' Long x 6'Wlde) ,• ( 9 )�.0.a..Is�►�s �, i` rihd op." .' 1/ 0 111141 1 ,. :441."
•
•
•
•
tit �r,' "' �'-`?\Mill Creek Dredge Channel 25'width x 4'de th < 3' ''� _ •--- e ? r / �t -'°` ` Q `(per CAMA Major 175-07) p !- ' ti±?�1. 1 1 s.
f ` , J►
1111.1111117 ;lie .- • • .... -.0<P-P -; .. -
Proposed Boat Lift --` :-. . .. t' ( I1 I ti .� `' .
(14'Length Outside to Outside x 16'Width on Center) •' `'•".' 1, , ;Ramr r ; fa.. Proposed Platform Addition (6'Long x 6'Wide) i
_ ,�
with 14' Longx 6'Wide Fixed Access Pier f, ��� r �-• / + �� ,
and 16' Long x 4'Wide Fixed Access Dock - ��[7G• ! / •.-
t v ,�_• < - r1- r \ �. J• . '1 ,i
+ 0i.
Proposed Sheetpile Sill s “- .'+*': % >' ! / r litlir.
• • �� .
�,' . (86'Long, 2'Waterward of Outer Edge of Marsh) '4•• y V ' ' . / "'• • `��•.
•
W,. Proposed Maintenance Dredge Area ( f �! r.,. C- 'r ~
4 .,* "--4-' (-2,000 sq ft to-4'NLW per CAMA Major 175-07) W • �; '�i i
r t,, v•�- ''` ,C ,. .:.- Riparian Corridor \ ♦ i�� Normal High Water '
�'. '� t .. • and 15' Setback ( ="jam •. , , •�`4 �
�!+� Y •'? - *� i_ _ � • Coastal Wetland _ine ,'v. .
NOTES -—
•
r 1 2022 PARCELS FROM NCONEMAP TAX PARCEL BELOW NHW NOT SHOWN 2023 AERIAL FROM NEARMAP k .11 4 V',- Proposed Bulkhead"with Wingwall
2 NORMAL HIGH WATER AND COASTAL WETLAND LINE FROM DAVEY RESOURCE GROUP DELINEATED !`#. • + • �• +t , j3 ,; , .F (257' Long x 1'Wide Landward of CW Line) < •,
DECEMBER 14 2022 APPROVED BY DCM STAFF MAY 4.2023. rgt, —_ ___� �"• T r
3. WIDTH OF WATER BODY IS APPROXIMATELY 60'-95'. , + ` .f-',<
j '�'►i Upland Fill to Top of Bank
4 UPLAND SURVEY FROM ROBERT H.GOSLEE&ASSOCIATES PA COLLECTED FEBRUARY 20 2023(NAD 83 I I 'y • 3• '�
2011) i f (volume to be determined) + . •
5 EXISTING MILL CREEK DREDGE CHANNEL FROM GBA JANUARY 1 2009 SURVEY. ~� . �A - y -• �+
6. LENGTH OF SHORELINE AT NORMAL HIGH WATER IS 230'. • +� � R t � `�}J :'? i-,e
7 WATER DEPTHS PROVIDED BY CLIENT COLLECTED FEBRUARY 8 2023 CHANNEL WATER DEPTHS ,` rt ,� Existing Adjacent Bulkhead ? l_r)„,r,
COLLECTED APRIL 19 2023 RELATIVE TO NORMAL LOW WATER. +�` / •Wit' .' i��' •,—
•" ,
8 NOT A SURVEYED OR ENGINEERED DRAWING.FOR ENVIRONMENTAL PERMITTING ONLY < `. Existing Adjacent Docking Facility •<
Legend- -
Survey Boundary mom ■■ ■■ ■■ -
Tax Parcels Proposed Dredge Area
Fro ecI - tale
Riparian Corridor -- Top of Bank 1* 2. Was c"^ -..
15' Setback Outer Edge of Marsh
Proposed Bulkhead Mill Creek Dredge Channel D� �- Acres
kale
1
Existing Adiacent Bulkhead a Waterbodv Width Resource Grout) r,,

"—'��ARM.
40.� ; _ Proposed Sheetpile Sill
:I Waterbody Width
! ' , I ', (100'Long, 2'Waterward of Outer Edge of Marsh)
•
-
. , \ . lo
Ij �•• ! � Top of Bank
` • ! fir• ' } 1 , , -• i ' s• , f ` 30' CAMA BL
. 4.
1.. .I y ,r'"L' �, 1, . %4 ti .I
*^•�Proposed Dredge Area (-3.500 sq ft to-4' NLW) } I1 .. , 3 �� ��T{•e. 4 I •
::::.;1
•
-v- Appx- Channel Centerline t''''' > „ i ' r �,�► �,•` •
• k=
1 \
. Outer Edge of Marsh '- _ L� 5' \ �)
• 4 - i.
• .1 Proposed Boat Lift
"-._ '.f'=S.
k { ,. �� (12.5' Length Outside to Outside x 13.3'Width on Center)
' •- are.- ,, t , with 16' Long x 6'Wide Fixed Access Pier
.1
.'4 • i Ils.'' \ .1 .
111111A114" ''''
• Existing Reoriented Floating Dock ( 1' •,.E. s �. ,;f
(32' Long x 6'Wide) 4. 1'' f �'.' ,
* _' \ r j: c' Proposed Floating Dock Addition II.-
"'e 46, -; �., !. (60' Long x 6'Wide)
` ,yR
? i .Fi Normal High Water •
-`• Mill Creek Dredge Channel 25'width x 4'depth `-►'-' ;j� / � ,e ,,
(per CAMA Major 175-07) 5' S'� Coastal Wetland Line } ' >
i �, r e Ilia; \ g
114111.
----- ka *
,j { Proposed Sheetpile Sill 4/
/ r ✓1. ' r (86' Long, 2'Waterward ooff.Outer Edge of Marsh)
.�1 ,n 111 / i 1 Proposed Platform Addition (6' Long x 6'Wide)
r • iii
4 P oposed oat lift
Proposed Maintenance Dredge Area -�aE ►.s ✓ I,4 o ••
i l 4n :,. (14' Length Outside to Outside x 16'Width on Center) si
• (-2,000 sq ft to-4' NLW per CAMA Major 175-07) • • , ;.`. with 14' Long x 6' Wide Fixed Access Pier
! is
' ,k �i �:-`F.4,�" 1 ; ' 1; •
I s and 16' Long x 4'Wide Fixed Access Dock
ii
NOTES ' r
1. 2022 PARCELS FROM NCONEMAP.TAX PARCEL BELOW NHW NOT SHOWN.2023 kwas.„,,,,,,„-,
' I #ma` �' 11AERIAL FROM NEARMAPAt r
2 NORMAL HIGH WATER AND COASTAL WETLAND LINE FROM DAVEY RESOURCE GROUP \� �Cat j I • a
DELINEATED DECEMBER 14 2022 APPROVED BY DCM STAFF MAY 4 2023 A /w - • 1 !e. � •
3. WIDTH OF WATER BODY IS APPROXIMATELY 60--95 ,( I yr,
• 4 UPLAND SURVEY FROM ROBERT H GOSLEE 8 ASSOCIATES PA COLLECTED Y t '
FEBRUARY 20 2023(NAD 83'2011) yr f 1 •r.''a :it.
5. EXISTING MILL CREEK DREDGE CHANNEL FROM GBA JANUARY 1 2009 SURVEY ► Proposed Bulkhead with Wingwall
6. LENGTH OF SHORELINE AT NORMAL HIGH WATER IS 230 ,,,
7. WATER DEPTHS PROVIDED BY CLIENT COLLECTED FEBRUARY 8 2023 CHANNEL ��' ' IV ; , {25T Long x 1'Wide Landward of CW Line)
WATER DEPTHS COLLECTED APRIL 19 2023 RELATIVE TO NORMAL LOW WATER I
8 NOT A SURVEYED OR ENGINEERED DRAWING FOR ENVIRONMENTAL PERMITTING • I : ' ' � Upland Fill to Top of Bank
ONLY ) i . 'y . ., % 4 •'�� (-75 CU YD to Grade)
egen.
Survey Boundary m• ■■ BE ■. - ©CM'
Tax Parcels - - Proposed Dredge Area
Riparian Corridor -- - -- Top of Bank
Pro ecl Date
15' Setback -- Outer Edge of Marsh r 2213 AcresWash oICP 5/25/20
,..:
DAY_ - Acres
Proposed Bulkhead Mill Creek Dredge Channel Scale
1 ,nr_•__L._,..%nr..J.� Qoonnrnn rrnun T,..
1 =20

Proposed Maintenance Dredge I j I !! e 30' CP
Area to -4' NLW (-150 CU YD) 0 / r r a1
per CAMA Major 175-05 1 ,r 1! ' rc *
p Top of Bank
r / 1 •
a Waterbody Width I o ! ' • : ' r
t Proposed Bulkhead with Wir
(257' Long x 1' Wide Landwi
Proposed Boat Lift, Fixed Access Dock, and Fixed Access Pier ;�' 1! aT
Ardilll
,V/ 9 f t
V Coastal Wetand Li
, A ..
•
/� J j i r g
--- _ 1 Upland Fil
... 1,._ d
7
/ \ IF • ,i
O• uter Edge of Marsh ‘11.'
t • Proposed Sheet
161d16.1 - ..'ar 1 t` '1 o / «: I
• ? -Appx. Channel Centerline /I
0110. ` Proposed Dredge Area ( F
s
I r'.�t to -4' NLW (-260 CU YD) I 'f. .1,, s
r
r ,
Mill Creek Dredge Channel Proposed Dredge Boundary Proposed Fixed Access
25' width x 4' depth p g ry p Outer Edge of Marsh Normal High Water
(per CAMA Major 175-07) and Finger Pier Coastal 1/1
A Proposed q
Boat Lift Propose
10 (-75 Cl
8 C I,-_ _ _ 8
6 7 Min.existing gradebottom I "M '?w w 6
�.o declboard
4 NHW 4 Propose
2 r r I 2 (Depth f
0 NLW 0
-2 Vir' 2
4 , „, iv ,, .\\ , .\X -4
N
0+00 -6 DCI
I 0+110 0+I20 0+130 0+40 0+I50 0+160 0+70 0+80
Existing Grade
Proposed Sill
Proposed Grade Pilin s er Contractor 0 4
Proposed Maintenance Dredge Area (Depth Per Contractor) g p
p g Proposed Dredge Area 2:1 Slope (Size. Spacing, Depth)
(-150 CU YD to -4 NLW) (-260 CU YD to -4 NLW) at Time of Construction Ho.
Legend NOTES
Top of Bank 1 2022 PARCELS FROM NCONEMAP.TAX PARCEL BELOW NHW NOT SHOWN 2C23 AERIAL FROM NEARMAP.
Coastal Wetland Line 2 NORMAL HIGH WATER AND COASTAL WETLAND LINE FROM DAVEY RESOURCE GROUP DELINEATED DECEMBER 14 2022
APPROVED BY DCM STAFF MAY 4 2023 P'c1 ct Date
Normal High Water 3 WIDTH OF WATER BODY IS APPROXIMATELY 60'-95' 2213 Washington 5/25/2C
4 UPLAND SURVEY FROM ROBERT H GOSLEE&ASSOCIATES PA COLLECTED FEBRUARY 20 2023 INAD 83;2011) DAVEY: Acres
Outer Edge of Marsh 5 EXISTING MILL CREEK DREDGE CHANNEL FROM JANUARY 1 2009 SURVEY Scale As Not
6 LENGTH OF SHORELINE AT NORMAL HIGH WATER IS 230'. Resource Group -hot,

WRY REFERENCE: LEGEND: N VICINITY MAP (N.T.S)
O E1R (EXISTING/FOUND IRON ROD)
9, LONG POINT-ESTATES, SECTION 4 EIP (EXISTING/FOUND IRON PIPE)
' BOOK 36 AT PAGE 45, IPS (IRON PIPE SET)
DER COUNTY REGISTRY EIS (EXISTING/FOUND IRON STAKE) �5 ik°
IRS (IRON ROD SET)
L�S. p CMS ECM (XISTING/FOUND CONCRETE MONUMENT)ONCRETE MONUMENT SET) �JG�
FEMA FLOOD MAP INFORMATION:
PENDER COUNTY FLOOD INSURANCE RATE MAP::
MAP No: 3720329100J C NCGS GRID MONUMENT
FLOOD ZONE: AE (BEE 12' NAVA 88) 0 ERRS (EXISTING/FOUND RAILROAD SPIKE) SITE
MAP EFFECTIVE DATE: FEBRUARY 16, 2007. RRSS (RAILROAD SPIKE SET) -SO
CORNERS ARE MARKED AS NOTED ON AMP. N&C (NAIL AND CAP FOUND) G Q
ALL BEARINGS ARE NC GRID (NAD 83/2011). PK\MAC (PK OR MAG NAIL SET BYO C
AREDISTANCESUTED BY THE HORIZONTAL
COORDINATE METHOD.MEASUREMENTS. El EOAEPK (EXISTING/FOUND OLD AXLFOUND PK E) \AGcz
COASTAL WETLANDS FLAGGED BY DAVEY RESOURCE PROPERTY LINE
GROUP - FEBRUARY 2023.
NON-SURVEYED LINE
— — — EASEMENT LINE
TOP OF BANK
BLUE FLAGS (COASTAL WETLANDS)
PINK FLAGS (NORMAL HIGH WATER LINE)
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TOP OF
EUGENE GR!S O 3M 4
BANK pB 1050,
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N & DECK ; AS FLAGGED
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CO -,N-5 ,
Q
p W N-1 TOP OF
3 \ BANKA 1 NC GRtO COORDINATES:
(NAD 83/2011)
U r 216,674,97
Z EIP E = 2,390,771.37
2 / CF 0.999998619
r Q ,
v ` EXISTING
1 BULKHEAD
42,743 AF
± 0.981 AC
l JERRY HEDGE
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1, Elizabeth F. Smith, PLS, certify that this plot was drawn under my supervision
MAP OF EXISTING CONDITIONS from an actual field survey made under my supervision from information as noted
FOR hereon; that the boundaries not surveyed are clearly indicated as dashed lines;
TRENT TALBERT that the owle of ndprecisionb as Witness us 1:g1al 00+ and is correct to thee best
of my knowledge and bell P. Witness my original Signature, License Number and
Seal //��
f)F 9913 WASHIA/f:T/)AI A(`PFS Rf) I-1AMPSTFA/) AIf' thT�CP , day of I cf?_, AD 2023.

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Mill Creek Restoration Project NOTE: rti.,....14:,irimiro.,:„..,1.,,k.,;,,- Ga295ha_AgaNnorttili BGreenryantweaAsdasneetachwtees
Pender County, North Carolina Area in blue depicts the remaining areas to be dredged. ---..... .. .. . Wilmington, NC 264415 910,313,3.338
Please refer to the drawings submitted with the Permit Dwg Date: 03/23/09
USACE Permit #198000291 NCDCM Permit #157-07 modification request, which depict the accurate limits of
the Home Creek Extension portion. Site Visit Date: 03/22/09
Drawn By: CPP Checked By: CLG
Project Status Site Map ' , ,
Drawing Name: Z:\PERSONAL\CPP
9 .159'JO' ., ,
\Mill Creek Status.dwg
Scale: 1•1 '.< 600 .' Scale: 1 = 600' Sheet 1 of 1
........