20050239 Ver 3_CAMA Application_20220622

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Port Cape Fear Associates LLC c/o Davey Resource Group
2. LOCATION OF PROJECT SITE: 3410 River Rd., adjacent to the Cape Fear River, in Wilmington, in New
Hanover County.
Latitude: 34' 10' 14.46" N Longitude: 77°56'58.03" W
3. INVESTIGATION TYPE: CAMA & D/F
INVESTIGATIVE PROCEDURE: Dates of Site Visit—11/3/2021, 6/13/2022
Was Applicant Present — Yes (agent)
5. PROCESSING PROCEDURE: Application Received -- 5/20/2022
DWR Pre -file Date--5/12/2022
Complete Date — 6/14/2022
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Wilmington/New Hanover Co.
Land Classification From LUP — Upland/Urban Transition; Cape Fear River/Conservation
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Municipal
Planned — Two new pump stations to connect to municipal utilities
(F) Type of Structures: Existing — Full -service marina and repair facility, offices, parking, dry -stacks
Planned — Maintenance dredging of previously dredged basin and construction
of new diked spoil area
(G) Estimated Annual Rate of Erosion: N/A
Source -- N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OLHER
(A) Vegetated Wetlands
B Non -Vegetated Wetlands (Open water)
237,600 sq. ft.
(C) Other (highground)
74,052 sq. ft.
(H) Total Area Disturbed:---311,652 sq. ft. (-7.1 acres)
(I) Primary Nursery Area: Yes
(J) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to perform maintenance dredging within the existing basin to -
5' MLW, and within the existing forklift drop area and access channel to -7' MLW, material will be placed within
a newly created diked spoil area.

Port Cape Fear Associates LLC, Page 2
9. PROJECT DESCRIPTION:
The project site is the existing Port Cape Fear Marina/Wilmington Marine Center facility, located adjacent to the
Cape Fear River, at 3410 and 3610 River Road, in Wilmington, NC, in New Hanover County. The project site
consists of three parcels: R06400-001024-000, R06400-001-001-000, and R07000-002-004-000 for a total of
approximately 34 acres. The facility consists of an inland basin, measuring approximately 720' in length by 330'
in width, a travel hoist, and a boat rail system, with associated temporary dockage between the boat hoist and rail.
The shoreline around this area is stabilized by stone riprap. The basin is connected to the Cape Fear River by an
access channel, approximately 2,200'in length by 100'in width. The surrounding high ground currently includes a
service/repair building, office, parking, and a dedicated, and diked spoils disposal area. The property varies in
elevation from 4' to 9' above mean sea level (MSL). CAMA Major Permit No. 128-98 was issued to Port Cape
Fear Association dba Wilmington Marine Center on September 30, 1998 authorizing the maintenance excavation
of the marina basin, measuring 700' in length by 250' in width (5.74 acres) with a final project depth of -8' at mean
low water (MLW), and entrance channel, measuring 2,220' in length by 100' in width with a final project depth of
-8' at MLW. The applicant received a major modification to State Permit No. 128-98 on May 19, 2008 to allow
for the construction of a full -service, dry -stack marina facility with a harbormaster's office and parking lot, fixed
piers, finger piers, floating docks, boatlifts, wet slips, launch well, bulkhead, new dredging and a stormwater
detention pond. The applicant received a minor modification to State Permit No. 128-98 on October 26, 2017 for
the reconfiguration of "West Dock/"Dock B". State Permit No. 128-98 authorizes a maximum of 115 boat slips
at this location, which includes slips within the basin and the authorized slips located on the Cape Fear River. The
authorized slips located on the Cape Fear River were never constructed. Currently, the marina has 98 formalized
slips. State Permit No. 128-98 expired April 14, 2019. The application states that the marina basin hosts USACE
and O.E. Durant vessels that support port and federal navigation projects, and due to current water depths the
vessels are unable to operate at certain points in the tide cycles (See attached letters of support from USACE
and O.E. Durant).
Upland vegetation on the northern end of the existing marina facility consists of shrub type plants, wild grasses
and Section 404 type vegetation such as Marsh Elder (Iva frutescens) and Grounsel-bush (Baccharus halimifolia).
This tract exhibits coastal wetlands along the river consisting primarily of Giant Cordgrass (Spartina
cynosuroides) and Smooth Cordgrass (Spartina alterniflora). The 27.3-acre tract located adjacent to the south of
the existing marina facility remains mostly undeveloped. The application states that a Port Cape Fear Associate
member owns this tract. There is an existing building and associated parking area for a crane rental company.
Upland area consists of forest vegetation, including: Live Oak, Laurel Oak, Magnolia, Pine, Maple, Cedar and
Sweet Gum. Understory vegetation consists of Red Cedar, Wax Myrtle and Baccharus. Waterward of the
highground and the interior portion of the property the vegetation transitions into Section 404 type wetlands. The
vegetation transitions into high marsh consisting of coastal and Section 404 type wetlands within the interior
portion and shoreline of the property are Section 404 Jurisdictional wetlands including: Cattail (Typha sp. ), Giant
Cordgrass (Spartina cynosuroides), Wax Myrtle (Myrica cerifera L), Marsh Elder (Iva frutescens), Grounsel-bush
(Baccharus halimifolia) and Common Reed (Phragmites australis) and Smooth Cordgrass (Spartina alterniflora).
The Cape Fear River is approximately 7,000 feet wide at the project site. Its waters are classified as "SC", by the NC
Division of Water Quality. At the project site, the Cape Fear River is a designated Primary Nursery Area (PNA) by the
Division of Marine Fisheries and is CLOSED to the taking of shellfish. The high ground portion of the project is
classified as "Developed" by the Wilmington -New Hanover Land Use Plan. The CAMA Areas of Environmental
Concern and any area located in the 100-year flood plain are classified as "Conservation".
10, PROPOSED PROJECT:
The applicant proposes to perform maintenance dredging within the existing basin to -5' MLW, and within the
existing forklift drop area and access channel to -7' MLW, material will be placed within a newly created diked
spoil area.

Port Cape Fear Associates LLC, Page 3
As proposed, the applicant is requesting authorization to hydraulicly maintenance dredge the existing marina
basin measuring approximately 330' in length by 720' in width to a depth of -5' MLW creating approximately
14,000 cubic yards of spoil material. Within the basin, the applicant is also proposing to excavate the existing
—380' in length by —40' in width forklift drop area and access channel within the basin to a depth of -7' MLW.
The proposed maintenance dredging is within the original footprint of State Permit 128-98 that authorized
excavation to a depth of -8' MLW. The proposed excavation would create an additional 2,500 cubic yards of spoil
material. Existing depths within the marina basin range from approximately +1' to -5' MLW. The applicant
proposes to connect to water depths of approximately -7' MLW at the mouth of the basin (See Sheet 4 and 5 of
11). Coastal wetlands are present on the riverfront shoreline of the property, there are no species present within
the basin. No other maintenance excavation work is proposed outside of the existing basin at this time. No change
in the docking facility is proposed at this time.
The original State Permit 128-98 carried a moratorium condition of no excavation or filling between February 1
and July 31 of any year without prior approval from NC DCM and NC DMF. The applicant is requesting
authorization to immediately perform the proposed maintenance dredging once a permit decision is issued
due to the critical need of dredging (See Narrative).
According to application materials, the applicant proposes to create a diked spoil area southwest of the existing
basin on the northeast portion of parcel R06400-001-001-000. The spoil area would measure approximately 320'
in length by 280' in width to incorporate —1.7 acres of high ground. Approximately 1.2 acres of the spoil area
would serve as the retention area for the aforementioned dredge spoil. The HDPE spoil inlet pipe would
temporarily be laid across 404 wetlands during the maintenance event, however no equipment would cross the
approximate 200 sq. ft. of 404 wetlands, therefore no permanent impacts are expected (See Sheet 10 of 11 for
pipe alignment). The application states that due to the proximity of the proposed inlet and outlet spoil disposal
pipes, temporary baffles would divert flow of the spoil to the desired locations within the basin. The outlet pipe
would discharge into the southeast portion of the basin. A silt curtain would be installed to control sediment and
turbidity within the basin. The proposed spoil area is outside of the 75' Estuarine Shoreline AEC and Coastal
Wetlands AEC. (See Sheet 10 and 11 of 11)
The applicant states an erosion and sedimentation control plan has been submitted to the Division of Land
Resources.
11. ANTICIPATED IMPACTS:
The proposed maintenance dredging would disturb approximately 16,500 sq. ft. of bottom substrate within the
previously authorized footprint that has been historically dredged to a depth of -8' MLW. As proposed, the basin
would be excavated to a depth of -5' MLW, the forklift drop area and access channel within the basin would be
excavated to a depth of -7' MLW and connect to waters of approximately-7'MLW. The approximate 16,500 sq.
ft. of spoil would be piped to the proposed diked spoil area. The proposed diked spoil area would disturb
approximately 1.7 acres of high ground. No Coastal or 404 Wetland impacts are expected. Minor increases in
turbidity should be expected during excavation; however no long-term adverse impacts are anticipated.
Submitted by: Bryan Hall Date: 6/21/2022 Office: Wilmington

mb�a:
Resource Group
May 20, 2022
Tara MacPherson
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
RF: Request for CAMA Major Permit
Wilmington Marine Center, Wilmington, NC (Port Cape Fear Associates)
Tara,
On behalf of Port Cape Fear Associates, Davey Resource Group, Inc. is submitting a CAMA Major
permit application for maintenance dredging of the existing basin at Wilmington Marine Center.
The applicant proposes maintenance basin dredging to restore water elevations to permitted
depths and allow access of vessels from the forklift drop area and basin to the Cape Fear River
channel. The marina hosts vessels from O.E. Durant and the USACE that support critical port
and federal navigation projects. Currently, these vessels, along with many private vessels, are
restricted to returning or leaving the marina around periods of higher tides.
Adjacent riparian landowner notifications have been mailed and certified mail receipts are
included. Green confirmation cards will be forwarded as soon as they are received. Please let
me know if you have any questions during your review. Due to the need for an urgent
maintenance dredging event, we cordially request that the permit application be reviewed
under the express permit program and can provide an additional processing fee if required.
Sincerely,
Andy Dortch
Agent, Davey Resource Group, Inc.
cc: Port Cape Fear Associates MAY 2 0 2022
Encl. Attachments; CAMA Major Fee Check ($475.00)
www.Davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

4. DCM MP-1 Section 6,0 Additional Information
4.1 Section 6. a. Project Narrative
4.1.1 Project Location and Existing Conditions
The Wilmington Marine Center is located at 3410 River Road, adjacent to the Cape Fear River in Wilmington,
New Hanover County, North Carolina. The site currently operates as a commercial marina, maintenance facility
and storage facility. There are existing docking facilities and bulkheads constructed under an extensive permit
history dating to 1998. Marina water depths were collected by TI Coastal Services Inc. on July 26 & 27, 2021
and represent conditions at that time. Entrance channel water depths were also collected by TI Coastal Services
Inc. on November 11, 2021 and represent conditions at that time. Normal High Water, Coastal and 404
Wetlands were delineated by Davey Resource Group in December 2019 and were approved by USACE in April
2021. The length of shoreline is approximately 4,826'. Waters in the project area are SC and are not open to
commercial shellfishing. The area is a primary nursery area. See Appendix B for past permit details.
4.1.2 Section 6. a. Project Narrative
The applicant proposes maintenance basin dredging to restore water elevations to permitted depths and allow
access of vessels from the forklift drop area and basin to the deep water channel. The marina hosts vessels
from O.E. Durant and the USACE that support critical port and federal navigation projects. Currently, these
vessels, along with many private vessels, are restricted to returning or leaving the marina around periods of
higher tides. Letters of support that describe the critical need for this maintenance event are included in
Appendix B.
Maintenance dredging within the majority of the basin is proposed to the previously maintained -5' MLW and
will generate approximately 14,000 cubic yards of spoil material. Maintenance dredging of the forklift drop area
and access channel within the basin is proposed to -7' MLW and will generate approximately 2,500 cubic yards
of spoil material. This event of maintenance dredging will not occur outside of the inland basin. Maintenance
will be performed via hydraulic dredge and spoil material will be placed onsite in the northeast portion of parcel
R06400-001-001-000. An earthen berm will be constructed of clay and sand with a backhoe, bulldozer, and
similar typical earth moving equipment, and will cover approximately 1.7 acres. Approximately 1.2 acres will
serve as the retention basin for dredge spoil. Silt fence and other erosion control measures will be used to
prevent erosion. A formal erosion control plan designed by an engineer is pending approval. Due to the
proximity of the proposed inlet and outlet spoil disposal pipes, temporary baffles will divert flow of the spoil
effluent to desired locations. HDRE spoil inlet pipe will be laid across 404 wetlands during the maintenance
event, which equipment will not cross to accomplish. No temporary or permanent impacts to wetlands are
proposed.
CAMA Permit Application for Major Development — May 2022
Wilmington Marine Center
Wilmington, New Hanover County, North Carolina
12

The outlet pipe will discharge to the southeast portion of the existing boat basin where a silt curtain will be
utilized to control sediment. Considering the maintenance dredging is only proposed within the inland basin
at this time, a silt curtain will be used and the critical need of the dredging, the applicant is requesting
authorization to perform the dredging as soon as the permit decision is issued and to not be restricted to
dredging moratoriums applied to the Cape Fear River. It is understood that any future channel maintenance
dredging would be seasonally restricted. See Appendix A for the work plats.
The proponent hereby certifies that all information contained herein is true, accurate, and complete to the best
of my knowledge and belief. 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.
MAY 2 0 20L.
" 2.
LAMA Permit Application for Major Development — May 2022
Wilmington Marine Center
Wilmington, New Hanover County, North Carolina 13

I. Form DCM-M P--'L
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Port Cape Fear Associates LLC
Wilmington Marine Center
Applicant 1: First Name
MI
Last Name
Mike
Loch
Applicant 2: First Name
MI
Last Name
NA
NA
NA
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
3410 River Road
Wilmington
NC
ZIP
Country
Phone No.
FAX No.
28412
USA
910-395-5055
NA
Street Address (if different from above)
City
State
ZIP
NA
Email
dnckmaster�vriimir�gW.�rzrrtaril�e: corn
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
Finch
Mailing Address
PO Box
City
State
3805 Wrightsville Avenue, Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910-452-0001
ext NA
NA ext. NA
FAX No.
Contractor #
NA
NA
Street Address (if different from above)
City
State
ZIP
NA
Email
William dort,;h,g)clavey com ; grec f,r1c�._-(Di davey com
MAY 2 0 2022
CAMA Permit Application for Major Development — May 2022
Wilmington Marine Center
Wilmington, New Hanover County, North Carolina 2

3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
3410 River Road
NA
Subdivision Name
City
State
Zip
NA
Wilmington
NC
28412
Phone No.
Lot No.(s) (if many, attach additional page with list)
NA
NA
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Cape Fear River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
[-]Natural ®Manmade ❑Unknown
Cape Fear River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
City of Wilmington
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
—4,826 ft
—34 acres +I-
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
R06400-001-024-000(-17ac)
NWL (normal water level)
R06400-001-001-000 (--7ac)
❑NHW or ®NWL —0-25'
R07000-002-004-000(— 10ac)
(It many lot sizes, please attach additional page with a list)
e. Vegetation on tract
coastal and 404 wetland grasses, typical coastal trees, shrubs and grasses
f. Man-made features and uses now on tract
Commercial buildings, docking facilities, wooded and undeveloped
g. Identify and describe the existing land uses adjacent to the proposed project site.
coastal and 404 wetlands, wooded and undeveloped, industrial, wastewater treatment plant
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
CS -- Commercial Services
(Attach zoning compliance certificate, if applicable)
IND —General Industrial
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ❑No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom? NA
I. Is the proposed project located in a National Registered Historic District or does it involve a National ❑Yes ®No ❑NA
Register listed or eligible property?
CAMA Permit Application for Major Development — May 2022
Wilmington Marine Center MAY 2 U 2022
Wilmington, New Hanover County, North Carolina 3

m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available) NORMAL NIGH WATER, 404 AND COASTAL
WETLANDS DELINEATED BY DRG DECEMBER 2019, APPROVED BY CORPS 411,12020.
n. Describe existing wastewater treatment facilities.
Municipal
o. Describe existing drinking water supply source.
Municipal
p. Describe existing storm water management or treatment systems.
Current stormwater management plan on file.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑PubliclGovernment
❑PrivatelCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of the project is to restore the basin and access channel to permitted water depths. The use and daily operations
will provide commercial dockage and waterway access to marina members.
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.
Hydraulic dredging will be used to restore water depths in the Wilmington Marine Center basin and access channel to permitted
water depths. Spoil material will be placed onsite. Silt fence, earthen berm, and other control measures will be used to prevent
erosion. A formal erosion control plan designed by engineer is pending approval. Typical hydraulic dredging equipment will
be used for maintenance dredging. Typical backhoe and bulldozer equipment will be used for earthen berm construction.
Equipment will be stored onsite if needed.
d. List all development activities you propose.
The applicant proposes maintenance basin dredging to restore water elevations to permitted depths and allow access of
vessels from the forklift drop area and basin to the deep water channel. The marina hosts vessels from O.E. Durant and the
USACE that support critical port and federal navigation projects. Currently, these vessels, along with many private vessels,
are restricted to returning or leaving the marina around periods of higher tides. Letters of support that describe the critical need
for this maintenance event are included in Appendix B.
Maintenance dredging within the majority of the basin is proposed to the previously maintained -5' MLW and will generate
approximately 14,000 cubic yards of spoil material. Maintenance dredging of the forklift drop area and access channel within
the basin is proposed to -7' MLW and will generate approximately 2,500 cubic yards of spoil material. This event of
maintenance dredging will not occur outside of the inland basin. Maintenance will be performed via hydraulic dredge and spoil
material will be placed onsite in the northeast portion of parcel R06400-001 -001 -000. An earthen berm will be constructed of
clay and sand with a backhoe, bulldozer, and similar typical earth moving equipment, and will cover approximately 1.7 acres.
Approximately 1.2 acres will serve as the retention basin for dredge spoil. Silt fence and other erosion control measures will
be used to prevent erosion. A formal erosion control plan designed by an engineer is pending approval. Due to the proximity
of the proposed inlet and outlet spoil disposal pipes, temporary baffles will divert flow of the spoil effluent to desired locations.
HDPE spoil inlet pipe will be laid across 404 wetlands during the maintenance event, which equipment will not cross to
accomplish. No temporary or permanent impacts to wetlands are proposed.
The outlet pipe will discharge to the southeast portion of the existing boat basin where a silt curtain will be utilized to control
sediment. Considering the maintenance dredging is only proposed within the inland basin at this time, a silt curtain will be
used and the critical need of the dredging, the applicant is requesting authorization to perform the dredging as soon as the
permit decision is issued and to not be restricted to dredging moratoriums applied to the Cape Fear River. It is understood
that any future channel maintenance dredging would be seasonally restricted. See Appendix A for the work plats.
e. Are the proposed activities maintenance of an existing project, new work, or both? maintenance
CAMA Permit Application for Major Development — May 2022
Wilmington Marine Center
Wilmington, New Hanover County, North Carolina

f. What is the approximate total disturbed land area resulting from the proposed project?
—4.7 +1- ❑Sq.Ft or ®Acres BASIN
—1.7 +1- ❑Sq.Ft or ®Acres SPOIL
g. Will the proposed project encroach on any public easement, public accessway or other area
[]Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No new permanent discharges, temporary spoil outlet discharge at southeast corner of basin.
i. Will wastewater or stormwater be discharged into a wetland? -No new discharges
❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ❑No ®NA
j. Is there any mitigation proposed?
❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
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) — (0 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 GOLD BOND BUILDING PRODUCTS LLC Phone No. NA
Address 838 SUNNYVALE DRIVE, WILMINGTON NC or 2001 REXFORD ROAD, CHARLOTTE NC 28211
Name CAPE FEAR PUBLIC UTILITY AUTHORITY Phone No. NA
Address 235 GOVERNMENT CENTER DRIVE, WILMINGTON NC 28403
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
PERMIT HISTORY IS EXTENSIVE - SEE APPENDIX B FOR
DETAILS.
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.
CAMA Permit Application for Major Development — May 2022 r'
Wilmington Marine Center
Wilmington, New Hanover County, North Carolina 5

1.7. 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 18, 2022 Print Name: Andy Dortch , Agent, Davey Resource Group, Inc.
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
CAMA Permit Application for Major Development — May 2022
Wilmington Marine Center
Wilmington, New Hanover County, North Carolina

2. Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Access
Other (excluding
Channel
Canal
Boat
Boat
Rock
Rock
shoreline
(NLW or
Basin
Ramp
Groin
Breakwater
stabilization)
NWL]
Length
—330'
Width
—720'
Avg. Existing
NA
NA
Depth
Final Project
5.7'
NA
NA
Depth
9. 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. 16,500 cuyd sand
C. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL NNone
(ii) Describe the purpose of the excavation in these areas:
NA
d. High -ground excavation in cubic yards.
NA
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Northeast portion of R06400-001-001-000 Irregular —1.2 Acres
C. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SIB), or other
wetlands (WL)? If any boxes are checked, provide the number of
square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
NA
CAMA Permit Application for Major Development — May 2022
Wilmington Marine Center
Wilmington, New Hanover County, North Carolina
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
Satre Location
f. (i) Does the disposal include any area in the water?
❑Yes NNo ❑NA
(4) If yes, how much water area is affected?
MAY
7

3. SHORELINE STABILIZATION ® This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
C. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12 months?
❑Yes []No ❑NIA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlandstmarsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or 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 ❑CW ❑SAV ❑SB
(iv) Purpose of fill ❑WL ❑None
Forklift and vehicle operations. (ii) Describe the purpose of the fill in these areas:
5. GENERAL
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)?
Silt fence earthen berm, and other control measures with be used Backhoe Bulldozer Hydraulic dredge, etc.
to prevent erosion. A formal erosion control plan designed by
engineer is pending approval.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑N1A
(ii) If yes, explain what type and how they will be implemented.
CAMA Permit Application for Major Development: — May 2022
Wilmington Marine Center
Wilmington, New Hanover County, North Carolina
d. (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes ❑No ❑NIA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Inlet spoil disposal HDPE pipe will be laid across 404 wetlands
during the maintenance event. There are no permanent or
temporary impacts to wetlands proposed.
MAY 2 0 Z022
8

3. Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 3 Parcels
1 Earthen Berm for Spoil Disposal R06400-001-024-000(--17ac)
R06400-001-001-000(--7ac)
R07000-002-004-000(-10ac)
c. Density (give the number of residential units and the units per acre)
NIA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑N/A
(ii) If yes, list the date submitted:
Pending
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
No New Impervious. N/A
i. Give the percentage of the entire tract to be covered by impervious
and/of built -upon surfaces, such as pavement, building, rooftops, or
to be used for vehicular driveways or parking.
No New Impervious. NIA
j. Describe proposed method of sewage disposal.
Municipal
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Southeast Portion of Existing Boat Basin — HDPE Water Discharge
Pipe from Hydraulic Dredging Spoil Retention Area
CAMA Permit Application for Major Development — May 2022
Wilmington Marine Center
Wilmington, New Hanover County, North Carolina
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
--1.7 acres +I-
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
NIA. Earthen Berm Constructed of Clay and Sand
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ❑No ®NIA
(ii) If yes, list the date submitted:
Current stormwater certification on file.
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ®NIA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[]Yes MNo ®NIA
If yes, attach appropriate documentation
10

m. Describe proposed drinking water supply source (e g., well
community, public system, etc.)
Municipal
o. When was the lot(s) platted and recorded?
R06400-001-024-000 September 30, 2010
R06400-001-001-000 January 18, 2011
R07000-002-004-000 December31, 2014
Date
May 18, 21122
Proicet Naine
Wilmington Marine Center
:Applicant Name•
Port Cape Fear Associates LLC
n. (i) Will water be impounded? ®Yes ❑No ❑NA
(ii) If yes, how many acres? --1.2 acres +/-
p- If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NIA
Applicant Signature
A Dwa Agent, Davey Resource Group, Inc.
CAMA Permit Application for Major Development -- May 2022
Wilmington Marine Center
Wilmington, New Hanover County, North Carolina 11

Date
\[ac 18, 2022
Projcct Namc
Wilmington Marine Center
Applicant Name
Port Cape Fear Associates LLC
:lpplicant tii.�,�iaturc
A4'0� Agent, Davey Resource Group, Inc.
LAMA Permit Application for Major Development — May 2022
Wilmington Marine Center
Wilmington, New Hanover County, North Carolina
MAY 2 0
0

ROY COOPER
Governor
EL.IZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
Port Cape Fear Associates LLC
c/o Andy Dortch of Davey Resource Group
3805 Wrightsville Ave. Suite #15
Wilmington, NC 28403
Dear Dortch,
NORTH CAROUNA
Environmental Quality
June 21, 2022
The Division of Coastal Management hereby acknowledges receipt of your application, as acting agent for Port Cape Fear
Associates LLC, for State approval for development of the subject property located at 3410 River Rd., adjacent to the
Cape Fear River in New Hanover County. It was received as complete on June 14, 2022 and appears to be adequate for
processing at this time. The projected deadline for making a decision is August 28, 2022. 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 14, 2022, you may request a meeting with the
Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will
be held within five working days from the receipt of your written request and shall include the property owner, developer,
and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development.
Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can be observed from a
public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-way
fronting your property; or at a point along the road right-of-way where a private road would lead one into your property.
Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State
or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of
my field report and/or comments from reviewing agencies.
Sincerely,
Bryan Hall
Field Representative
cc: Cameron Luck, DCM
Holley Snider, DWR
y�any Q E—
USACE Katherine Thurston, LPO
Kim Harding, DMF
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office E 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

DAVEY
Dortch, Andy <[e-mail]>
Automatic reply: [External] Wilmington Marine Center - 401 Prefiling Request
1 message
401 PreFile <401 [e-mail]>
To: "Dortch, Andy" <[e-mail]>
Thu, May 12, 2022 at 10:23 AM
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.
Background
On April 6, 2022, the United States Supreme Court issued an order staying a lower court's vacatur of the
Trump Administration's 2020 "Clean Water Act Section 401 Certification Rule" ("Federal Rule"). As a
result of the United States Supreme Court order, the Trump Administration's Federal Rule has sprung back
into effect.
The Trump Administration's Federal Rule imposes additional procedural requirements on applicants for 401
Certifications and on DWR's processing of those applications. One requirement is that 401 applicants must
request a pre -filing meeting request at least 30 days prior to submitting their 401 application. [40 C.F.R.
§121.4] In turn, the Federal Rule requires that applicants include documentation of their pre -filing meeting
request in their 401 Certification application. [40 C.F.R §121.1; 40 C.F.R. §121.5]. Please refer to
the Federal Rule for more information.
Per 40 CFR §121 and §121.5, a 401 Certification application that does not include the required pre -filing
meeting request documentation does not constitute a "certification request." As a result of the
reinstatement of the Trump Administration's Federal Rule, all 401 applications received after April 6, 2022
that do not have documentation that a pre -filing meeting request was submitted at least 30 days prior to
submittal of a 401 Certification application will be returned as incomplete.
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.tic.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-
permitting/401-buffer-permitting-contacts
For Non -Transportation Regional Staff: https-,Hedocs.deq,nc.gov/WaterResources/DocView.aspx?
dbid=0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
https://deq. nc.gov/about/divisions/water-resourcesfwater-resources-permits/transportation-
perm itting/staff-contacts
MAY 2 0 202

1988 CAMA Permit — all work completed.
CAMA 160.88
Major Permit 160-88 — Maintenance Excavation Access Channel and Basin Excavation
Issued: Sept 1, 1988
Expiration: Dec 31, 1991
USACE GP291— Action ID - Details unknown
WQC - DWQ - Details unknown
Excavation upland basin and maintenance dredge channel.
Major Permit 160.88 — Major Modification-1991
Issued: Jan 30, 1991
Expiration: Dec 31, 1991
Enlarge entrance channel — excavation in entrance channel. Marsh planting on river shoreline. Mitigation marsh
excavated in basin (mitigation completed).
Major Permit 160-88 — Minor Modification-1991
Issued: July 3, 1991
Expiration: Dec 31, 1991
Added sand to marsh mitigation- planting area on river shoreline. Mitigation for NWP 18 (small amount of coastal marsh
excavated in basin).
At some point in 1992 basin dug and entrance channel maintenance dredging were complete.
Major Permit 160-88 — Letter of Refinement -1993
Feb 2, 1993. Expiration: Jan 31, 1994,
Major Permit 160-88 — Letter of Refinement -1994
July 6, 1994. NCDCM letter.
July 15, 1994. USACE letter (Action ID 199800208).
Excavation of 900 cy from marina and channel. Clam shell, bucket to barge.
Major Permit 160.88 — Renewal- Maintenance Dredging Clause
Issued: Feb 2, 1994
Expiration: Dec 31, 1999
Nationwide Permits
NW 14. Road to disposal area. Issued Feb, 24, 1993. ActionlD 199300847.
NW 18. Wetland fill. 404 wetlands — tip of inland wetland finger-0.1 acre, Issued Nov 8, 1999. Expired Nov 8, 2001.
WQ Cert. Job # 00-0519 Issued Aug 2, 2000, Mitgation requirements unclear.
1998 CAMA Permit
CAMA 128-98
Major Permit 128-98 (New)
Issued: September 30, 1998
Expiration: Dec 31, 2001
USACE GP291 —Action ID 199801494
Issued: November 9, 1998
WQC - DWQ # 980640
Issued: August 24, 1998 ' ''

1. Dredging access channel and basin (409, 500 sqft excavation in water, 500 sgft fill in water per WQcert)
2. Shoreline stabilization — rip rap within basin- from railway to entrance channel along north side basin
3. Replace covered slips (boathouse) with uncovered wet slips— slight excavation and enlargement of basin.
4. Depth from -6' MLW to -8' MLW ----how dredging got transferred to 128-98 from earlier 160-88.
5. Maintenance dredging.
All work completed.
Major Permit 128.98 — Letter of Refinement-1999 — Revised Spoil Disposal
October 4, 1999. Expired Dec 31, 2002.
All work completed.
Major Permit 128-98 -- Renewal 1.2001
Issued: Sept 27, 2001
Expiration: Dec 31, 2003
USACE Renewal — Action ID 199801494
Letter dated October 11, 2001
Major Permit 128.98 — Minor Mod 2002 - Shoreline Stabilization
Issued: March 11, 2002
Expiration: Dec 31, 2003
Shoreline stabilization. Bulkhead or rip rap. Exact location not known.
Slip reconfiguration. Add 31 slips. Total 109? (70 existing)
Assume all work completed. Unsure if 31 new slips were installed.
Major Permit 198-02 — Major 2002- shoreline stabilization and slip reconfiguration.
Issued: March 13,2002
Expiration: Dec 31, 2005 assumed
USACE GP291 —Action ID 200200335
Issued: April 4, 2002
WQC - DWQ # 020103
February 22, 2002
SW Exemption Jan 7, 2002
1. Shoreline Stabilization. Rip rap and or bulkhead along unstabilized shoreline. 700 Ift per USACE description. Exact
location unknown.
2. Replace and construct floating and fixed slips in basin (31 new slips).
All work completed. Assume shoreline stabilization was completed. Unsure of 31 slips.
Major Permit 198-02 assumed to have expired Dec 31, 2005, Permit 128-98 remained valid since it carried maintenance
dredging renewals. Therefore, it was Permit 128-98 that was modified with major modification in 2005 and 2008.
Major Permit 128-98 — Renewal 2
Issued: Nov 12, 2003
Expiration: Dec 31, 2005
Major Permit 128-98 — Letter of Refinement Jan 20 2006
Pump out approval (at fuel pumps)
Completed.
A t�Y'2

Major Permit 128-98 — Major Modification 2005— River slips, adjacent dry stack slips and launch well
(corresponding EA with 2004 FQNSI),
Issued: May 19, 2005
Expiration: December 31, 2008
USACE GP291 — Action ID 200500356
Issued: July 19, 2005
WQC - DWQ # 0500239
Issued: March 3, 2005
1. Wet slips (river slips) 58 slips
2. Dry stack slips (#?) — up to 225
3, Total wet slips , new 58, ex 70 totals 137 total
4. Launch well with excavation
5. SW detention pond north of lift
6. Parking office building
No work completed.
Major Permit 128-98 — Major Modification 2008 — Upland basin expansion and dry stack, "big dig"
Issued: September 17, 2008
Expiration: Dec 31, 2011 and extended by State Permit Extension Acts to April 14, 2015.
No work completed. Economy.
Major Permit 128-98 -- Minor Modification 2010 — CIF Rowing Club Dock
Issued: Jan 7, 2010
Expiration: April 14, 2015 (State Extension Act)
Note — added 24' x 70' canopy over sand for storage (not shown on modification plans but not permanent- lent like).
All work completed.
Major Permit 128.98 — Minor Modification 2010 —Barge Tie-up
Issued: Aug 9, 2010
Expiration: April 14, 2015
Tie 20' x 40' barge to existing pilings at slip #52 as shown in Sept 17, 2008 Major Modification plan. "Completed".
Major Permit 128-98 -- Renewal 3
Issued: August 10, 2015
Expiration: April 14, 2017
Renewal of 2008 "big dig" modification and 5-yr maintenance dredging clause.
Describes 79 wet slips, hoist, rail, temp dockage, rip rap stabilization, etc (add bio report notes).
Renewal to ride out economy still.
Major Permit 128-98 — Renewal 4
Issued: July 7, 2017
Expiration: April 14, 2019
Major Permit 128.98 — Minor Modification 2017 — Slip Layout Changes
Issued: 2017
Reconfigure the "West Dock" or "Dock B" from 13 fixed dock slips to 32 floating slips. "Completed".
............................................................................................................................................

,•
NORTH CAROLINA
Environmental Quality
June 21, 2022
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice for:
• Travis Holder — Pender County
• Port Cape Fear Associates, LLC — New Hanover County
Hello: Please publish the attached Notice in the Saturday, June 25, 2022 issue.
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director, Division afCoostal Management
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for
newspaper advertising.
* * * * *Please send both original affidavit and invoice for payment to:
NC Division of Coastal Management, c/o Tanya Pietila, 127 Cardinal Drive Extension, Wilmington, NC 28405.
Contact number: 910-796-7226 (Customer No. 489895)
Thank you for your assistance in this matter.
Sinc rely,
ya K. ' tila
Permitting Support & Customer Assistance
cc: MHC Files
Cameron Luck — MHC
USACE
State of North Carolina I Environmental Quality I Coastal Management
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 applications were submitted for a development permits in Areas of Environmental
Concern as designated under the CAMA: On June 21, 2022, Travis Holder proposed to install a new IO' x 10'
boatlift for a total of three (3) formalized slips at an existing docking facility at 134 Circle Dr., adjacent to Mill
Creek, in Hampstead, Pender County, And on June 21, 2022, Port Cape Fear Associates, LLC proposed to
perform maintenance dredging within the existing basin to S' MLW, and within the existingforklift drop area
and access channel to -7' MLW at 3410 River Rd., adjacent to the Cape Fear River, in Wilmington, New
Hanover County. Copies of these applications can be examined or copied at the office of Jason Dail (Pender
County) or Bryan Hall (New Hanover County) N.C. Dept. of Environmental Quality, Division of Coastal
Management, 127 Cardinal Drive Ext., Wilmington, NC 28405,) [phone](Jason Dail) or [phone]
(Bryan Hall) 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 16, 2022 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.

AGENT AUTHORIZATION FOR LAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit:
Mailing Address:
Phone Number:
Email Address:
certify that I have authorized
Port Cape Fear Associates, LLC
3410 River Road
Wilmington NC 28412
910-395-5055
[e-mail]
Davey Resource Group, Inc.
Agent 1 Contractor
to act on my behalf, for the purpose of applying for and obtaining all LAMA permits
necessary for the following proposed development:
at my property located at 3410 River Road
in New Hanover County.
y
basin maintenance dredging
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:
Signature
Print or Type Name
Title
Date
This certification is valid through 12 131 12023
MAY 2 0 Z0Z7_

May 20, 2022
GOLD BOND BUILDING PRODUCTS LLC
838 SUNNYVALE DRIVE
WILMINGTON NC 28212
To Whom It May Concern:
On behalf of Port Cape Fear Associates, Davey Resource Group, Inc. is submitting a LAMA Major permit
application for maintenance dredging of the existing basin at Wilmington Marine Center. The applicant
proposes maintenance basin dredging to restore water elevations to permitted depths and allow access of
vessels from the forklift drop area and basin to the Cape Fear River channel. The specifics of the proposed
work are shown in the attached permit application and 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 on the project. Please review the attached
permit application and drawings. Should you have any objections to this proposal, please send your written
comments within 30 days of your receipt of this notice to:
Tara MacPherson
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
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
William,dortch@daveycom
Sincerely,
Andy Dortch, Agent
Davey Resource Group Inc.
Enclosures
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403
Y

May 20, 2022
GOLD BOND BUILDING PRODUCTS LLC
2001 REXFORD ROAD
CHARLOTTE NC 28211
To Whom It May Concern:
On behalf of Port Cape Fear Associates, Davey Resource Group, Inc. is submitting a CAMA Major permit
application for maintenance dredging of the existing basin at Wilmington Marine Center. The applicant
proposes maintenance basin dredging to restore water elevations to permitted depths and allow access of
vessels from the forklift drop area and basin to the Cape Fear River channel. The specifics of the proposed
work are shown in the attached permit application and 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 on the project. Please review the attached
permit application and drawings. Should you have any objections to this proposal, please send your written
comments within 30 days of your receipt of this notice to:
Tara MacPherson
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
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
William.dortch@davey•com
Sincerely,
1
ti
Andy Dortch, Agent
Davey Resource Group Inc.
Enclosures
b)AY ) J ' ,
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

May 20, 2022
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON NC 28403
To Whom It May Concern:
On behalf of Port Cape Fear Associates, Davey Resource Group, Inc. is submitting a CAMA Major permit
application for maintenance dredging of the existing basin at Wilmington Marine Center. The applicant
proposes maintenance basin dredging to restore water elevations to permitted depths and allow access of
vessels from the forklift drop area and basin to the Cape Fear River channel. The specifics of the proposed
work are shown in the attached permit application and 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 on the project. Please review the attached
permit application and drawings. Should you have any objections to this proposal, please send your written
comments within 30 days of your receipt of this notice to:
Tara MacPherson
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
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
William,[e-mail]
Sincerely,
Andy Dortch, Agent
Davey Resource Group Inc.
Enclosures
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403
MAY 2 0 2022

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PS Form 3811, July 2020 PSN 7630-02-000-9053 AO 0 , qck Domestic Return Receipt
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O. E. DURANT, INC.
SHIP CHANDLER
ufeou ra,ii'{[xy+ueaurartl.'4wrn
910-M-7877
Wilmington Marine Center
3410 River Road
Wilmington, NC 28412
Good Day,
May 12, 2022
As a long time tenant and loyal custorner of WMC, i am reaching out to discuss the depth of water at
our slips and in particular in front of our loading dock. We are in need of having the basin dredged due
to the nature of our business, the wear and tear can our equipment and the safety of our crew.
At OE Durant, Ship Chandler and Line boat Service, our operations are critical to maritime commerce
on the Crape Fear River and the North Carolina State Port. We do not have the luxury of choosing our
tide windows for arrival and departure times as river traffic is 24/7, 365 days a year.
We specifically leased the slips adjacent to the fuel dock and ?oading area for the ability to crane
pallets on and off our work boats and barges. Currently, at low tide there is not sufficient draft to fit
either of our vessels against the loading dock without damaging running gear, impeller, etc. in the
mud. Any further shoaling in that area will farce us to boom our cargo a further distance to reach the
deck of the boat or even make it impossible to load or unload at that location.
Please advise what your future plans are to increase the depth of the ware in the basin.
Best regards,
Nolan Ferrer
General Manager
MAY 2 0 z022
0. E, DURANT, INC. Day/Night: 910-799-7877
106A BRYAN ROAD Flax: 910-799-7878
WILlJINGTON, NC 28412 EMAIL: ©[e-mail]

Nelson B. Fry
3-852 Odyssey Drive
Wilmington, NC 2840
10-610-3036
May 11, 2022
To Whom It Concerns:
I am a partner in the ownership of Port Cape Fear Associates, LL.C, doing business as Wilmington
Marine Center. I am semi -retired from the business now but served as General Manager and
primary developer since our inception in 1987.
The purpose of this letter is to express the very urgent need at the marina for maintenance
dredging. Our permits have approved an 8'MLW depth but our current depths in much of the
marina are below 3 feet. Our channel entrance is at levels that could prevent low tide ingress
and impede all of our dockage, fueling, and repair services.
If at all possible, expediting of approvals to dredge would be greatly appreciated and allow for
the continuation of our services.
As past developer and current partner in the operation, I assure you that the company will
comply with the regulations that come along with dredging. Our General Manager, Mike Loch,
as well as our Service Manager, Chuck Connors, and all the management group at Wilmington
Marine Center are environmentally and legally supportive of all efforts to keep the project
environmentally proper and within the spirit of the law. But time is of the essence.
WMC is an original "Clean Marina", has maintained a pro -active stance towards clean water
and clean air, invites regulators and municipal safety officials to visit us, and has a staff and
customer base that agrees with our high standards of environmental quality.
Hopefully, Wilmington Marine Center can get dredge permits soon so that we can continue to
serve our commercial and recreational customers.
Sincerely,
-r
Skip Fry
MAY 2 0 2022

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
May 19, 2022
To wlioin it may concern:
'1'he Wilmington District of US Army Corp of Engineers' hydrographic survey crew is responsible federal
navigation projects in Wilmington Harbor, Cape Fear River chatmels and the AIWW. The navigation
mission .is to provide safe, reliable, efficient, effective and environmentally sustainable waterborne
transportation systems (i.e. channels, harbor's, and waterways) for movement of commerce, national
security needs and recreation. Responsibilities include planning and constructing new navigation
channels, port;, .anti harbors, and maintaining channel deptlis aloiig coastal channels, porter, and harbors.
USACE Wilmington Survey uses Wilmington Marine Center for survey vessels moorage, equipment
storage and office space for our 6-7 person crew. There are 3 vessels at their Facilities: SWART (Silver
Ships, 48' length, 4.5' draft), SANDERSON (Sea Ark, 30' length, 2' draft) and trailerable ROGERS (C-
Hawk, 25' length).
Dire to the: shallow areas within the marina, the SWART plans departures and fueling based on tides. The
vessel cannot fuel to capacity during low tides and delays departures to avoid sucking up debris in the
enginesand generator.
Sincerely,
Erin Weller
Chief of Survey
t1SAC:E Wilmington
69 Darlington Ave
Wilmington, NC 28410
91.0-547-3409
MAY 20 20&

Appendix A — Site Location Map and Work Plats
MAY 2 0 20Z2

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2005-9988828 County: New Hanover U.S.G.S. Quad: NC- Wilmington
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Applicant: Port Cane Fear Associates LLC Agent: Land Management Group
Charles Paul Corey Novak
3410 River Road 3805 Wrightsville Ave
Wilmington, NC 28412 Suite 15
Wilmington, NC 28403
Size (acres) 22.2 Nearest Town Wilmington
Nearest Waterway Cane Fear River River Basin Cape Fear
USGS HUC 03030005 Coordinates Latitude: 34.168584
Longitude:-77.948722
MAY 2 0 2022
Location description: The property is a boat marina located at 3410 River Road, in wetlands adjacent to the Cape Fear River,
in Wilmington, New Hanover County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated I)ATI;. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Pail 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
® There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
©The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated 12/6/2019.

SAW-2005-9988828
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
pen -nit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
® The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (LAMA).
You should contact the Division of Coastal Management in in Wilmington, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Rachel Capito at (910)-251-4487 or
Rachel.A.Ca nitoAusace.army.m if.
C. Basis For Determination: Basis For Determination: See the approved jurisdictional determination
form dated 04/01/2020.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The del ineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information ('his information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room IOM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it mects the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 05/31/2020.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official
CAPITOAACHEL.AN Niynari,.iy^easy
CANTO.NAC HE L.A N N. 1536276790
N.1536276790 Dale: 202MM01183a29-04W
Date of JD; 04/01/2020 Expiration Date of JD: 03/31/2025
SAY 20 ?_Oct

,s is nul a s: rr.ey..51i bc;r,nc.-a! es eri �j r uta:',u�s ar- �or,sld�:eo "�.`�^i# � g�"' �.}:�
�proxima e This represents a preiir6rtary skelch prepared from field a _. _ r ;; �
Ites. The site has not been field venfied by the iJSACL or NC DCM
ru time. Coastal Wetlands and NITW r2ere delineated by Corey Novas d7..
on 1213119. 404 Vdetlands are from a previous JO to tie renewed
r
i a
k
C"l
c"d
d
C!1
Cr
U data Points '"
L:ICAMA101-05-7975W0 100 200 400etland Delineation-2019 ■ Feel
Map Source: 2016 NC One Map Aerial Phofography ' ` Scale applies 10 11 X17" print.
Wilmington Marine CentertLMG New Hanover County, NC Wetland Delineation Map
Overview
Ma Date: 12-6-19 omrtr. `°` F 1 of 2
p 3805 Wrightsvide Avenue
LMG # 05.797 Wilmington, NC 28403 CANTO RACHEL
(910) 452.CCOI ASNN.1536275700

2010027245
FOR REGISTRATION REGISTER OF DEEDS
JENNIFER H. MACNEISH
NEW HANOVER COUNTY, NC
20i0 SEP 30 i1;27;02 AM
BUN PG ; 664-669 FEE : $31, 00
Without Title Examination
Prepared by:
Jeffrey P. Keeter
Block, Crouch, Keeter, Behm & Sayed, LLP
P.O. Box 4, Wilmington, NC 28402
Parcel ID: P-UH Do - vo I - 00i '_090
Revenue Stamps: $ 0. 00 _ arc
STATE OF NORTH CAROLINA
WARRANTY DEED
COUNTY OF NEW HANOVER
THIS DEED, made this T� 0 day of September , 2010 by and between, PORT
CAPE FEAR ASSOCIATES, a North Carolina General Partnership, whose address is ? ¢i 0
Qiwr t NG le41�GRANTOR, and PORT CAPE YEAR ASSOCIATES LLC
a North Carolina Limited Liability Company, whose address is 7,4 10 9jym
NG ltjfln ,GRANTEE;
WITNESSETH:
THAT the said GRANTOR, for and in consideration of the sum of TEN DOLLARS
($10.00) and other valuable considerations to them in hand paid by GRANTEE, the receipt of which
is hereby acknowledged, have granted, bargained, sold, and conveyed, and by these presents do
hereby grant, bargain, sell, and convey unto the said GRANTEE, its successors and assigns, the
following described property lying and being in the County of New Hanover, and State of North
Carolina, and more particularly described as follows:
See attached Exhibit "A" reference to which is hereby made for a more particular
description.
TO HAVE AND TO HOLD the above granted and described premises together with all
and singular the rights, privileges, easements and appurtenances and hereditaments belonging or
in anyway appertaining unto the said GRANTEE, its successors and assigns, in fee simple.
RMRN TO:
BLOCK,.CR000H, KEETER
MAY 2 !i ;'i1_

AND the said GRANTOR, for itself, its successors and assigns, does covenant to and with
the said GRANTEE, its successors and assigns, that it is seized in fee of said premises and that it has
good right to sell and convey the same; that the title is marketable and free and clear from any and all
encumbrances, except a set forth herein; and that it will, and its successors and assigns shall,
WARRANT AND DEFEND the title to the same against the lawful claims and demands of any and
all persons whomsoever.
Notwithstanding the foregoing, the warranties herein recited are subject to: 2010 ad valorem
taxes; all applicable zoning and land use ordinances, rules, regulations, laws and statutes; and all
restrictive covenants, easements and rights -of -way of record.
IN WITNESS WHEREOF, the said GRANTOR has caused this instrument to be executed in
the appropriate partnership name by duly authorized general partner and has hereunto set their hands
and seals the day and year first above written.
E ] If checked, the property herein conveyed includes
the primary residence of one or more of the
Grantors.
PORT CAPE FEAR ASSOCIATES,
A North Carolina General Partnership
PORT CAPE FEAR, INC., General Partner
BY:
Nelson E. Fry, III, President
SOUTHSIDE HOLDING, LLC, General Partner
A. P�rl, III, Manager
ti
John I(Iinrichs, Manager
TOWN K RT ERS, LLC, General Partner
BY:
Nelson B. Fry, III, Member/Manager

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
1, V lIC e U V , PQKteV", a Notary Public of Hanover County, North
Carolina do certify that on this day of September, 2010, before me personally appeared
Nelsen B. Fry, III, President of Port Cape Fear, Inc.
personally known to me;
proved to me by satisfactory evidence;
proved to me on the oath or affirmation of who is
personally known to me,
to be the person whose name is signed on the preceding or attached record, and acknowledged to
t e si ned it volnntaril ,for and on behalf of Port Cape Fear, Inc. for its stated purpose.
Le•' OFFICIAL SEAL]
VICKIE W PORTER
Notary Public - North Carolina Notary Public
e ,,• NEW HANOVER COUNTY
My Commission expires: I &1 11-5
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, q 16Q e Vv, �✓T�� , a Notary Public of Hanover County, North
Carolina do certify that on this DA'P day of September, 2010, before me personally appeared
Char s A. Paul,1QI, Manager of Southside Holdings, LLC
personally known to me;
proved to me by satisfactory evidence;
proved to me on the oath or affirmation of who is
personally known to me,
to be the person whose name is signed on the preceding or attached record, and acknowledged to
me that he signed it voluntarily for and on behalf of Southside Holdings, LLC for its stated
purpose.
OFFICIAL SEAL
VICKIE W PORTER
Y Notary Publlc • North Carolina
NEW HANOVER COUNTY
a4p/L'
Notary Public
My Commission expires: 101cl 1 [3 .

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, Vex 1 W . _ PO 4U , , a Notary Public of Hanover County, North
Carolina do certify that on this 2a�day of September, 2010, before me personally appeared
JohnF. Hinrichs, Manager of Southside Holdings, LLC
personally known to me;
proved to me by satisfactory evidence;
proved to me on the oath or affirmation of who is
personally known to me,
to be the person whose name is signed on the preceding or attached record, and acknowledged to
me that he signed it voluntarily, for and on behalf of Southside Holdings, LLC, for its stated
=-North
SEAL
R Notary Public
PublicarolinaNTY
My Commission expires: a q 113
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
a Notary Public of Hanover County, North
Carolina do certify that on this ay of September, 2010, before me personally appeared
Net76 B. Fry, III, Manager of Town Crock Partners, LLC
personally known to me;
proved to me by satisfactory evidence;
proved to me on the oath or affirmation of
personally known to me,
who is
to be the person whose name is signed on the preceding or attached record, and acknowledged to
me that he signed it voluntarily, for and as an act of Town Creek Partners, LLC. for its stated
DUrDOSe.
OFFICIAL SEA! /Q,6kUJ.1L
VICKIE W PORTER—
~.,�; Notary Public -North Carolina Notary Public
`.� NEW HANOVER COUNTY
My Commission expires: In l
MAY 20 t[i1

EXHIBIT A
LEGAL DESCRIPTION FOR NORTHERN SECTION OF MARINA TRACT
Beginning at a point in the Western line of River Road, (Secondary Road #1100, a 60 foot wide
public right of way) south of the entrance to the Port Cape Fear Associates Marina Tract, and
being North 24 degrees 20 minutes West, 572.02 feet from an iron pipe marking the southeast
corner of the Port Cape Fear Marina Tract described in Deed Book 1535 at Page 882 of the New
Hanover County Registry; thence, from the POINT OF BEGINNING, South 59 degrees 52
minutes West, 266.83 feet to a point; thence, South 40 degrees West, 144.40 feet to a point;
thence, South 03 degrees 27 minutes West, 191.30 feet to a point; thence, South 84 degrees 01
minutes West, 39.20 feet to a point; thence, North 44 degrees 33 minutes West, 112.90 feet to a
point; thence, North 37 degrees 15 minutes West, 113.20 feet to a point; thence, North 67
degrees 12 minutes West, 53.27 feet to a point; thence, North 35 degrees 03 minutes West,
251.90 feet to a point at the edge of the high water line of the Cape Fear River; thence, along the
high water line of said Cape Fear River, tie lines being, North 49 degrees 39 minutes 55 seconds
West, 234.22 feet to a point, North 31 degrees 06 minutes 06 seconds West, 166.14 feet, and
North 02 degrees 31 minutes 12 seconds West, 383.74 feet to a point; thence, along the National
Gypsum tract, North 82 degrees 11 minutes 49 seconds East, 806.19 feet to a concrete monument
marking the Northeast corner said Port Cape Fear Marina Tract in the Western line of River
Road; thence, along the western line of said River Road, South 10 degrees 10 minutes 59
seconds East, 415.27 feet to a point; thence, continuing along said western line of River Road, a
curve to the left, a chord being, South 20 degrees 24 minutes 39 seconds East, 356.35 feet to the
point of beginning, and containing 16.6 acres, more or less,
MAY 20M''%

\4B1,ISrsv.10%
JENNIFER H. MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
t**i#****tkkik*R*tilii**tiiiiii#***R#ikii***!*i#ikFii**ki*9eR'Miikkiir*fkRktkl�IrRklkiRRik*f##k*****!�***k*R******ii#ttit**Rt4
Filed For Registration, 09/30/2010 11.27:02 AM
Rook: RE 5614 Page: 664-669
Document No.: 2010027245
6 PGS $31.00
Recorder: CRESWELL, ANDREA
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2010027245* MAY 20 t02P
2010027245

�!!II�ZV�I�N'IIIN�11����1i2011001654
FOR REGISTRATION REGISTER OF DEEDS
JENNIFER H MRCNEISH
NEW HANOVER COUNTY, NC
2011 JAN 18 04 02 20 PM
SK 5540 PG 1480-1486 FEE $34 00
Without Title Examination
P reocpa P Keefer ajaURNED 10 NOV # 2�1 N1654
Blk, Crouch, Keefer, aehm & Sayed, LLP
P 0 Box 4, Wllmmgton, NC 28402
Parcel ID Y'00 - 00/ -'�50 / W 6 (h�
Revenue Stamps S - o — e
STATE OF NORTH CAROLINA
WARRANTY DEED
COUNTY OF NEW HANOVER
THIS DEED, made this _.!_�� day of tt , 20_y_ by and between,
PORT CAPE FEAR ASSOCIATES, a North Carolina General Partnership, GRANTOR, and
PORT CAPE FEAR. ASSOCIATES, LLC allorth Carolina Limited Liability Company, whose
address is 3410 River Road., Wilmington, North Carolina 28412, GRANTEE;
WITNESSETH
THAT the said GRANTOR., for and in consideration of the sum, of TEN DOLLARS
($10,00) and other valuable considerations to them in hand paid by GRANTEE, the receipt of which
is hereby acknowledged, has granted, bargained, sold, and conveyed, and by these presents does
hereby mint, bargain, sell, and convey unto the said GRANTEE, its successors and assigns, the
following described property lying and being in the County of New Hanover, and State of North
Carolina, and more particularly described as follows:
See attached Exhibit "A" reference to which Is hereby made for a nwre particular
description.
TO HAVE AND TO HOLD the above granted and described premises together with all
and singular the rights, privileges, easements and appurtenances and hemditarnents belonging or
w anyway aping unto the said GRANTEE, its successors and assigns, in fee simple.
Retumed To
131ock,Crouch,Keeter,Behm & Sayed
MAY 2 0 2072

AND the said GRANTOR, for itself, its successors and assigns, does covenant to and with
the said GRANTEE, its successors and assigns, that it is seized in fee of said premises and that it has
good right to sell and convey the same, that the title is marketable and free and clear from any and all
encumbrances, except a set forth herein; and that it will, and its successors and assigns shall,
WARRANT AND DEFEND the title to the same against the lawful claims and demands of any and
all persons whomsoever
Notwithstanding the foregoing, the warranties herein recited are subject to: 2010 ad valorem
taxes; all applicable zoning and land use ordinances, rules, regulations, laws and swutes; and all
restrictive covenants, easements and rights -of -way of record.
IN WITNESS WHEREOF, the said GRANTOR has caused this instnmaent to be executed in
the appropriate partnership name by its duly authorized general partners and has hereunto set their
hands and seals the day and year first above written.
If checked, the property harem conveyod includes
the pranary residence of one or more of the
Grantors
PORT CAPE FEAR ASSOCIATES,
A North Carolina General Partnership
PORT CAPE FEAR, INC., General Partner
BY ��
Nelson B. Fry,1H, President
SOUTUSIDE HOLDINGS, LLC, General Partner
F
( \Y, 06,
BY:
Charles A. P#ul, III, Manager
Hinrichs,
lIM
TOWN C EK PARTNERS, LLC, General. Partner
ze
BY -
Nelson B. Fry, III, Member/Manager

STATE OF NORTH CAROMNA
COUNTY OF NEW HANOVER
1, L L V v .O Y'FC 1' a Notary Public of Hanover County, North
Carolina do certify that on this I day of 20-11,_, before me personally
appeared
✓ personally known to me,
proved to me by satisfactory evidence,
proved to me on the oath or affirmation of who is
personally known to me,
to be the person(s) whose names) is/= signed on the preceding or attached record, and
acknowledged to me that helshelthey signed it voluntarily for its stated purpose.
OFFICIAL SEAL
VICKIE W PORTER - —"
Notary Public - North Carolina Notary Public
HEW HANOVER COUNTY
My Commission expires 1 O— 61i 3 .
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
1, V i I✓ � i 'e W . pn( a Notary Public of Hanover County, North
Carolina do certify that on tins �� day of , �( t iB IM , 20 i 1 ,before me
persof y appeared
personally known to me;
proved to me by satisfactory evidence;
proved to me on the oath or af&rmation of who is
personally known to me,
to be the person(s) whose name(s) is/are signed on the preceding or attached record, and
acknowledged to me that he/she/they signed it voluntarily for its stated purpose.
•' • 'A - OFFICIAL SEAL,`,
VICKIE W PORTER Notary Public
Notary Public - North Carolina �'
NEW HMOVER COUNTY
My Commission expires.�_ q i
3

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
1, V fCAf t C_ W _•_'PO r "[ e-y- , a Notary Public of Hanover County, North
Carolina do certify that onihis *J day of Idn Id 20 11 , before me personally
app d TbYZ P.
personally Imown to me;
proved to me by satisfactory evidence;
proved to me on the oath or affirmation of who is
personally lmown to me,
to be the person(s) whose names) islare signed on the preceding or attached record, and
acknowledged to me that he/sheAhey signed it
voluntarily four/its stated purpose.
OFFICIAL SEAL
VICKIE W PORTER Nor Public
Notary Public - North Carolina
NEW HANOVER COUNTY
My COrtimission expires- 1 v
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, V I & l e N . _FbY-'- e�- _„ a Notary Public of Hanover County, North
Carolina do cer �^ that on this l~l y of J Y't�l , 20 i , before me personally
app ed 73-. 'RO)OeXA- ktv�
personally known to me,
proved to me by satisfactory evidence;
proved to me on the oath or affirmation of who is
personally known to me,
to be the person(s) whose name(s) is/are signed on the preceding or attached record, and
acknowledged to me that he/shelthey signed it voluntarily for its stated purpose
n .
OFFICIAL SEAL V GCrI�✓ �' y ��"' "
VICKIE W PORTER Notary Public
Notary Public - North Carolina
NEW HANOVER COUNTY
My Commission expires: 1 D " a ' 13--

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, -C i Gk�t.' W -_pb Yk�A- . a Notary Public of Hanover County, North
Carolina do certify that on this day of 20 ►1 , before me personally
appc ed
personally known t ,
proved to me by satisfactory evidence,
proved to me on the oath or affirmation of who is
personally known to me,
to be the person(s) whose name(s) is/are signed on the preceding or attached record, and
acknowledged to me that he/she/they signed it voluntarily for its stated purpose
kj�'�ti OFFICIAL SEAL
VICKIE W PORTER
f Notary Public -North Carolrna Notary Public
( :• NEW HANOVER COUNTY
My Commission expires ( () - C1 - 13
MAY 2 0 ?U??

Beginning at a point in the Western right of way line of River Road (S.R. #1100, 60 foot right of way),
said point being loud North 10 degrees 23 minutes 30 seconds West 195.56 feet and South 83
degrees 29 minutes 20 seconds West 60.0 feet from the point of intersection of the Eastern right of way
line of River Road with the Northern right of way line of Bryan Road (S.R. 41115, 60 foot right of
way); and running thence with the Westem right of way he of River Road As it curves to the East to a
point that is located South 15 degrees 45 minutes 30 seconds East 450.96 feet from the point of
Beginning; thence coaatinuing with the Western right of way line of River Road South 24 degrees 20
minutes Past 541.0 feet to a concrete monument, the same being the North-east corner oftha M & M
Truck Lines, Inc. tract; running thence with the Northam he of the M & M Truck Lanes, tnc, tract
South 78 degrees 21 minutes 'West 708.85 feet to a new concrete monument on the Eastern edge of the
Cape Fear River; thence the same. course continued 18 feet more or less to the High Water Line of the
Cape Fear River, running thence Noarthwardly along the Eastern High Water Line of the Cape Fear
River to a point (the Southwest corner of the Gold Bond Div, of National Gypsum Co. tract), said point
being located. North 06 degrees 30 minutes 40 seconds West 352.37 feet Annd South 85 degrees 51
minutes West 832.59 feet from the point of Beginning, running thence with the Southern line of the
Gold Bond Div. tract North 85 degrees 51 minutes East 26 feet more of less to an old momiment;
running thence the same course continued North 85 degrees 51 minutes East 806.59 feet to a point in
the Western right of way line of River Road, running thence with the Western right of way line of
River Road South 06 degrees 30 mitutes 40 seconds Bast 352.37 feet to the point of Beginning, and
being Area "A" as shown on a map for J. W. Stackhouse by George Losak, Registered Land Surveyor,
dated August 11, 1975.
Subject to a 50 foot sewer easement owned by Maffitt Village recorded in Book 356 at Page 373 of the
New Hanover County Registry_
MAY 2 0 2022

JENNIFER H MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
Filed For Registration:
Book:
Document No.:
Recorder:
WILMINGTON, NC 28401
01/1812011 04:02.20 PM
RE 5540 Page: 1480-1486
2011001654
7 PGS $34 00
CARTER, CAROLYN
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2011001654*
MAY 20 2022
2011001654

3KD
2014034999
51OR REGISTRRTION REGISTER of DEED'
TAMMY THEUSCH BEASLEY
NEW HANOVER COUNTY, NC
N DEC 31 10 40 41 AN
BK,6960 PG.930-934 FEE $26 00
NC REV STAMP $2, 000 00
IMSI M NI # NI03 O
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax $ 2,000 00
Parcel Identifier No R07000-002-004-000 Verified by County on the day of , 20—
Bv.
Mail/Box to Jefftgy P KeeAejr, Block Crouch Keeter, Behm & Sa ed LLP Post Office Box 4 Wilmington, North Carolina
This instrument was prepared by Block, Crouch, Keeter. Behm & Saved, LLP Post Office Box 4. Wilmington. North Carolina
Brief description for the Index LOT. 5 89 Ac, 10 24 Ac & 1 69 Ac River Road,
THIS DEED made this 31st day of December , 2014, by and between
GRANTOR
Michael I Arnolt, unmarried
8450 Westfield Blvd Suite240
Indianapolis, IN 46240-S920
GRANTEE
Port Cape Fear Associates, LLC
3410 River Road
Wilmington, NC 28412
Enter in appropriate block for each Grantor and Grantee name, mailing 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, femintile or neuter as required by context
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and by
these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain Iot, parcel of land or condomrarurn unit
situated in the City of _ Wilmington I Township, New Hanover County,
North Carolina and more particularly described as follows
See Exhibit "A" attached hereto and incorporated herein by reference
The property heretnabove described was acquired by Grantor by instrument recorded in Book page
All or a portion of the property herein conveyed _ includes or X does not include the primary residence of a Grantor
A map showing the above described property is recorded in Plat Book page
Page 1 of 2
NC Dar Association Form No 30 1976, Revised Q 1977, 2002, 2013 This standard form has been approved by
Pnnted by Agreement with the NC Bar Association — 1981 North Carohaa Bar Association — NC Dar Form No 3
Returned To
Nock,Crouc�►Meter'Behm & Sayed

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all pnvileges and appurtenances thereto belonging to the Grantee in fee
simple
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever, other than the following exceptions
Covenants and Restrictions of record, Easements of Record, Applicable Zoning and Land Use Laws and/or Ordinances pertaining to the
use of the prerruses, Taxes to be assessed
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year fiN above written
9M&3&� 061(SEA-L)
(Entity Name) Print/Type Name
By
Pnnt/Type Name & Title
By
Pnnt/Type Name & Title
Sy
Pnnt/Type Name & Title
(SEAL)
Print/Type Name
(SEAL)
Print/Type Name
-- (SEAL)
Pnnt(Fype Name
Staw of �-L,,1 —County or City ofWat-;04,
I, the undersigned Notary Public of the County or City of and State aforesaid, certify that
Michael I Arnolt personally appeared before me this day and acknowledged the due
execution of the foregoing instrument f ness my hand and Notarial stamp or seal this 31st day of
December , 20 14 MkOkLE 060ELSPACHER
* * Resident of Handrds County
s> ec t+t My Commission Expires
May 22, 201a
My Commission Expires _Notary
(Affix Seal) Notary's Printed or Typed Name
State of - County or City of
1, the undersigned Notary Public of the County or City of and State aforesaid, certify that
personally appeared before me tlus day and acknowledged the due
execution of the foregoing instrument for the purposes therein expressed Witness my hand and Notarial stamp or seat this day of
20
My Commission Expires _Notary Public
(Affix Seal) Notary's Printed or Typed Name
State of - County or City of
I, the undersigned Notary Public of the County or City of and State aforesaid, certify that
_he is the
of
personally came before me this day and acknowledged that
.a North Carolina or
corporation limited liability company/general partners hip/h nuted partnership (stake through the
inapplicable), and that by authonty duly given and as the act of such entity, _he signed the foregoing instrument in its name on its
behalf as its act and deed Witness my hand and Notarial stamp or seal, this day of , 20_
My Commission Expires
(Affix Seal)
NC Mu Association Form No 3 CO 1976, Revised CO 1977, 2002. 2013
Pnnied by Agrecrocat with the NC Bu Association -- 1981
Notary Public
Notary's Printed or Typed Name
Page 2 of 2
MAY 1.'1 'flits standard form has been approved by
Notch Carolina Rai Association —NC Isar Form No 3

EXHIBIT A
TRACT ONE (3603 River Road, Parcel ID R07000-001-007-000)
A certain tract or parcel of land lying and being in Wilmington Township, New Hanover County, North Carolina
and being those tracts as recorded in Deed Book 598, Page 630, Deed Book 606, Page 213, Deed Book 563, Page
496, Deed Book 563, Page 498 and Deed Book 1637, Page 1763, Records of New Hanover County, North Carolina
and being more particularly described as follows
Beginning on an iron located at the intersection of the eastern right-of-way of River Road (S R 1100, 100 ft right-
of-way) and the southern right-of-way of Floyd Drive (40 ft nght-of-way)
Proceed from said beginning point with the southern right-of-way of Floyd Drive, N 7342-04 E 316 56 feet to an
existing iron pipe, thence with the western boundary line of the J F Smith tract (Deed Book 332, Page 100), S 19-
10-01 E 172 34 feet to an existing iron pipe, said iron being the northwest corner of that tract as described in Deed
Book 297, Page 584, thence N 73-44-39 E 30 00 feet to an iron, thence with a curve to the left having a radius of
855 37 feet and a chord of S 41-03-58 E 208 49 feet to an iron in the southern boundary line of that tract as
described in Deed Book 297, Page 584, thence with the southern boundary lute of the aforesaid tract N 73-40-43 E
346 73 feet to an existing iron pipe on the western right —of--way of Beatrice Road (40 ft right-of-way), thence with
the said right-of-way S 19-27-54 E 248 46 feet to an existing iron pipe on the northern right-of-way of Melton Drive
(50 ft right-of-way), thence with said nght-of-way a curve to the right having a radius of 585 31 feet and a chord of
S 79-49-55 W 11181 feet to a point, thence continuing with said right-of-way S 85-18-46 W 102 24 feet to an iron,
thence with a curve to the left having a radius of 647 36 feet and a chord of S 79-10-06 W 138 58 feet to an iron,
thence continuing with said right-of-way S 73-01-26 W 292 47 feet to an iron at the intersection of the northern
right-of-way of Melton Drive and the eastern right-of-way of River Road (S R 1100), thence with the eastern right-
of-way of River Road (S R 1100), a curve to the right having a chord of N 38-32-39 W 93 33 feet to a point, thence
continuing with said right-of-way a curve to the right having a chord of 33-12-14 W 105 65 feet to a point, thence
continuing with said nght-of-way N 30-24-18 W 390 45 feet to the point of beginning and containing 5 89 acres
according to a survey by Hanover Design Services, P A in December of 1992
On July 1, 1967 the Atlantic Coast Line Railroad Company merged with the Seaboard Air Line Railroad Company
to form the Seaboard Coast Line Railroad Company On December 29, 1982 the Louisville and Nashville Railroad
Company merged into Seaboard Coast Line Railroad Company, and the name of the surviving corporation changed
to Seaboard System Railroad, Inc On July 1, 1986, Seaboard System Railroad, Inc changed its name to CSX
Transportation, Inc
TRACT TWO (3610 River Road, Parcel ID R07000-002-004-000)
Beginning at an iron pipe located in the western line of the River Road (S R #1100), said iron pipe being located
South 79 degrees 45 minutes West 5130 feet from a nail in the centerline of the River Road (100 feet right of way)
said nail being 765 95 feet southwardly along the centerline of said River Road from the intersection of the River
Road and Bryan Road (S R #1114), running thence from said beginning point South 23 degrees 07 minutes 30
seconds East 426 62 feet along the western line of said River Road to the beginning of a curve to the East, running
thence along the curve in said River Road to an iron pipe in the western line of said Raver Road a chord distance of
South 29 degrees 34 minutes 23 seconds East 220 75 feet, a corner with the property owned by the City of
Wilmington, running thence South 79 degrees 58 minutes 00 seconds West 737 48 feet to an old concrete monument
in the low water mark of the Cape fear River, running thence northwardly along the low water mark of the Cape
Fear River North 22 degrees 38 minutes 45 second West 636 26 feet to an iron pipe, thence North 79 degrees 45
minutes 00 seconds East 705 95 feet to the point of Begmning containing 10 19 acres, more or less
(Being in all respects the same property acquired by Russ Transport, Inc by deed recorded May 6, 1976 in Book
I062, Page 608, New Hanover County Registry )
MAY 2 0 Z022

TRACT THREE (3628 Beatrice Street, Parcel #R07000-001-008-000)
A certain tract or parcel of land lying and being in Wilmington, Township, New Hanover County, North Carolina, and being
a part of that tract of land deeded to C R. Williams as described in deed book 297 page 584, Records ofNew Hanover County,
North Carolina, and being more particularly described as follows
Begrnnnng on an old iron pipe located on the western right -of --way of Beatrice Road (40 ft. public n&-of--way), said old iron
pipe being located N 19-27-54 W 247 461t. from an old iron pipe being located at the intersection of the western nght-of-way of
Beatrice Road and the northem right-of-way of Melton Drive (50 ft. public nght-of-way)
Proceed from said beginning point with the western right-of-way of Beatrice Road N 19-27-54 W 189 71 1 to an old iron pipe,
thence leaving said road S 73-32-1 OW 147 l It to an old iron pipe, thence S 73-06-17 W 90 OWL to an old iron pipe, thence S
7342-29 W 10158ft. to an old iron pipe, thence S 73-44-39 W 84 81 ft. to an old iron being die northeastern corner of drat tract
as described in deed book 563 page 496 and 498, thence with a curve to left having a radius of 855 37ft. and a chord of S 41-
03-58 E 208 49ft_ to an old iron, thence N 734043 E 346 73ft. to the beginning and containing 169 acmes accordnig to a survey
by Hanover Design Services, P A m January of 1993.
MAY 2 0 2.022

TAMMY THEUSCH BEASLEY
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
Filed For Registration:
Rook:
Document No.:
NC REAL RSTATE EXCISE TAX•
Recorder•
WILMINGTON, NC 28401
12/311201410:40:41 AM
RE 5860 Page: 930-934
2014034999
5 PGS $26 00
$2,000.00
JOHNSON, CAROLYN
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2014034999*
MAY 2 0 ?U"l.r_
2014034999

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
June 22, 2022
MEMORANDUM:
�nEQ
NORTH CAROLINA
Environmental Quality
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(caNCDENR.gov
SUBJECT: CAMA /D & F
Applicant: Port Cape Fear Associates, LLC
Project Location: 3410 River Road, adj. to the Cape Fear River, Wilmington, New Hanover County
Proposed Project: The applicant proposes to perform maintenance dredging within the existing
basin to -5' MLW, and within the existing forklift drop area and access channel to
-7' MLW. Material will be placed within a newly created diked spoil area.
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 16, 2022. If you have any questions
regarding the proposed project, contact Bryan Hall 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.
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
D EQ
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NORTH CAROLINA -
Wpae e t of en.troome W Wal;� /� 910.796.7215

Major Permit Fee Schedule
Project Name: V�JwMn� M"YO,
L6,4(__
County: yv�A Check No & Amount'. -�s
t-:� zq G8
DCM %
DWQ
Development Type
Fee
(14300160143510009316256253)
(2430016024351000952341)
I. Private, non-commercial development
that does not involve the filling or
$250
100❑/0 ($250)
0% ($0)
excavation of any wetlands or
open water areas:
!I. Public or commercial development that
does not involve the filling or excavation
$400
100% ($400)
0% ($0)
of any wetlands or open water areas:
ill, For development that involves the
filling and/or excavation of up to 1 acre
of wetlands and/or open water areas,
determine if A,B, C, or 0 below applies:
III(A). Private, non-commercial
development, if General Water Quality
$250
100% ($250)
0% ($0)
Certification No. 4175 can be applied:
II!(B). Public or commercial development,
if General Water Quality Certification
$400
100❑i❑ ($400)
0% ($Q)
No. 4175 can be applied:
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
$400
60❑/❑ ($240)
40% ($160)
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
lll(D). If General Water Quality
$400
60% ($240)
40❑/0 ($160)
Certification No. 4175 cannot be applied:
!V. evelopment that involves the filling
and/or excavation of more than one acre
$475
60❑/❑ ($285)
40❑/❑ ($19Q)
of wetlands and/or open water areas:

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1. FOR FNViRONMENTAL PERMITTING ONLY-NC1T A#&LG VEERED OR SURVEYED -DRAWING._ •'0 W`•°g � �
2 BASE FILE INFORMATION PROVIDED 8Y OTHERS_ - 5.7
8 fix; .o a �IL-1
& 2020 AERIAL AND 2018 TAX PARCELS FROM NC ONEM.AP. - - _ 5.6 \� o•- ,o _-'P i7��-n w
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4. 404 WETLAND LINE APPROVED BY USACOE 4-1-2020. s�
5. COASTAL WETLAND AND NORMAL HIGH WATER LINES APPROVED. BY DCM 6-3-2022. ~ ~ -- c, No °'
6. MARINA DATA COLLECTED BY TI COASTAL ON JULY 26 & 27. 2021 AND REPRESENT CONDITIONS AT THAT TIME. 4 ~b'a r
7. ENTRANCE CHANNEL DATA COLLECTED BY TI COASTAL ON JULY 26 & 27. 2021 AND REPRESENT CONDITIONS A,T THAT TIME. - \
B. HORIZONTAL DATUM: NC STATE PLANE - ZONE 3200, NAD83 (2011), SURVEY FEET. - \ N,
9. VERTICAL DATUM: MLW CONVERTED FROM NAVD88 USING THE VALUE 2.44 AS DEFINED BY NOAA BOUY 8658120 LOCATED ON THE CAPE FEAR RIVER IN W€LMINGTON, NC. - - ~ ~ ~ - _ r.. ",''•
10- SOUNDINGS ARE EXPRESSED AS DEPTHS IN FEET AND TENTHS. - _ N H W- - -

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404 Weiland Boundary
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NOTES:
1. DREDGE CONTRACTOR WILL USE TEMPORARY HDPE PIPING WHEN CONNECTING TO INLET I OUTLET
2 _i1 OITE ORARY,OR PERMANENT IMPACTS TO WETLANDS ARE PROPOSED..
VLIN BBE ASIN WILLU UTILTO IUTE SPOIL ZE A SILT CURTAINTO ONTTROAL AWAY LSED SEDIMOM ENT.
PIPE.
ffi $
4r
Temporary Bafles
0 10
20
40

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Notev
_ W�� ����O� ��'�� ������ 1 Norrontal Datum:NC WState Plane -Zone 32W, NA083(vale Survey Feet
L Vertical Datum: MLW converted from NAV088 using the value 2.44 as defined by
NOAA buoy 86591201ocated on the Cape Fear River in Wilmington, NC.
TI o a st a I ve titer Datum GAPE FEAR RIVER 3 Marina data collected by Tl Coastal on luiy 26 & 27, 2021 and represent conditions at
Conversion Graphic Scale tnattime.
NEW HANOVER COUNTY NC
�
4, Entrance channel data collectedbyT1 Coastal on Novemher 11, 20 an represenMAY 2 0 20R uconditions anditsaretthattime-
TMAVDIS
CONDITION SURVEY Seafe; T.. = fi0' 4 Soundings are expressed d depths in feet and tenths.
ata.w 5. 2020 Aerial of downloaded from NC 6naMa GeoS anal Portal.
TI Coastal Services, Inc. DWG NAME: 211112 WMC Entrance Channel Survey
387-8 N. Green Meadows Drive2021
w,ra,iagtea, NC 26405 BA TH YMETR Y & CONTOURS - MARINA SURVEY DATE: a5 NOTED ABOVE DWG DATE: NovemLar T6, F
9T0.821. T358
SCALE: 1­60' SREEr: 2 OF 13
Wilmington Marine Center Volumes
Basin
Lift Well
Depth (MLW)
Volume (CY)
Depth (MLW)
Volume (CY)
5
13,584
7
1,454
-6
20,538
8
34,882
`

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3.9
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4.4
4.6
4,9
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6.9
4.3
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4.3
4.4
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4,3
4, 4
4.7
5.1
5:4
6.4
Wilmington Marine Center Volumes
Basin Lift Well
th (MLW) Volume (CY) Dept11 (MLW) Volume (CY)
-5 13,584 -7 1,454
-6 20,538 -8 1,779
-8 34.882
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3,9
4 2
- ;�--: __,4
3 _ 4,6
48
'2
9
6 4
A
5 2
4 5
4,3
5
-
5,6
5N 5.3
;f
4 6
55
4r2-
4�5
_5.a
r
41
l�.
S.:
{
'
009g
O
�p6,�
�O
^^--
��
A4]n�O��.#I!f
-hF
! '_j Is`!
_
�•
�!
Notes:
1P
X
00
Ga\
Color Contour
Legend
t7:
3
3.
0
4'
a
C
A
5'
t
7'
�
®
IL
p.
p
9.
la,
TI -, o a s to I
TI Coastal Services, Inc.
387-8 N. Green Meadows Drive
Wilmington, NC 28405
910.821.1358OF
Vertical ON.tVrma
Can version
cu
Maw
WILMlNGTON MARINE CENTER
CAPE FEAR RIVERCOUNTY,
NEW HANOYER COUNTY, NC Graphic cafe
o. is, ao• se•
Plane - Zone 3208 usingNAD83t eYa1u, Survey Feet
Datum NC MLW
1 Vertical the value irgt n. defined by
Z Vertical Datum: 5"1 converted from N ape Fear
NOAA buoy 86581201ocated on the Cape Fear River in Wilmington. NC-
3 Marina data collected by TI Coastal on 7ufy 26 & 27, 2021 and represent conditions at
that time
4. Entrance channel data collected by T{ Coastal on November 11, 2021 and represent
conditions at that time.
4. Soundings are expressed as depths in feet and tenths.
5- 2020 Ae-1 or downloaded from NC 0—M an GeoS atial Portal.
q�/ fy fl �R I
MAY
CONDITION SURVEY IV A 2 U Scare: i" = 60'
BATHYMETRY & CONTOURS - MARINA
DWG NAME: 211112 WMC Entrance Channel Survey
SURVEY DATE: AS NOTED ABOVE
DWG DATE: November 16, 2021
SCALE: i" = 60'
SHEET: 13

O
O
O
tD
r�
N
W
5,9 61 5.8 6.0 6.4
60 5.9 5.9 5.9 6.0 6.4
6.1 6.0 &0 5,9 519 6.1 6.4
6.5 6.1 6.0 6.0 6.0 6.0 6.1 6.4
6.4 61 6.1 6.0 5,9 6.0 6.1 63
65 6.0 6.1 &0 6.0 5.9 6.1 6.2
6.4 6.1 6.0 5.9 5.9 5.9 6.1 6.3
6 4 61 6,1 5,8 6.0 5.9 6.1 6,2
6.4 6,1 6,1 5,8 6A 5.8 6,2 6.2
6,4 62 61 5,8 6.0 6.2 .2 6.3
6.5 6,3 61 5.8 6,1 62 6.1 A
6,5 6.3 6.2 5,7 61 6,1 6.0 6.5
6,. 6,3 61 5,8 6.1 61 6.1 6,5
6,6 6,4 6,1 5,8 6,1 6,1 6,2 6,6
6,6 6.3 6.1 &A 6.2 6.6
6.2
N155406P,6 6,3 6.1 61 6,1 6,2 6.3 6.7
--- 6.5 6,4 6.2 6,1 61 6.2 6.4 6,8
6,6 6.3 6,2 6.0 6,1 6.3 6,5 6.8
6,6 6.3 6,2 6.1 6.0 6.3 6.9
6.6 6.3 6.3 61 6,1 64 66.6,6 �,0
6.7 6,2 6.0 6.4
6.7 6.3 63 6.0 61 6.6 6.9
6,7
636,3 6,5 6.0 61 6.6 6.9
63 6,5 6A 6,2 63
6,9 6.3 6.6 61 6.3 63 6.8
6.9 63 6.6 6.2 616 7 6.9
6.8 6.3 6,6 6.3 7 6.8
6'8 6,4 63 6.5 6.8 6.9 6.8
6.8 6.4 67 6.7 6.7 6.8 6.9 6.7
63 6.4 6.7 63 6.5 6.7 6.9
6,9
6.7 6,4 6.0 6.8 6.4 6.7 6.8 6,9 eq
0 6.7 6.4 6.8 6,8 6.5 6.8 6.9 7,0
r� b7 6.4 6.9 6.6 &5 63 6.7 6,4 69
7.0
i ,9 6.4 6,9 6.5 6.4 6.6 6,5
6.9 6.6 6,. 7,0 6,3 6,3 6.2 5.9 5.6 6.2
6,9 6.6 6,3 t 6.3 6.3 6.1 5,6 6,1
e� 9 6,4 6.3 6.0 b,l 5 8
0 6'5 6.4 6,9 6.2 611 6,1 5.6 5,B
.9 6,4 6,4 6,9 6A 6.1 6,0 5.7 5.9
6.8 6,3 6.4 7.0 6.4 6.2 6,0 5.7 5,8
.8 6,4 6.8 6,5 6.3 6.0 5,8
6 $ 6.3 6.4 6,8 6,4 6,3 5.9 5.7 5,7 5.8
6.7 6.2 SA6,8 6,4 6,3 5,9 5.8 5.9
63 6,3 6.5 63 6,4 6,3 5.9 5,7 5.8
6.9 6.3 6.4 6.6 6.4 6.3 5.9 5,9
- 6.5 6.5 6.4 636.0 5.8 .. 5.9 - -..
6.2 6,4 6.7_ _ 6.3 - . _ 6,1..,-- - —5,9-
6.9 636,8 6,4 _...-_ ._ - - -----
6,8 _ _ 6.4
---
N155100
,a)roastal
TI Coastal Services, Inc.
387-5 N. Green Meadows Drtve
Wfltrrtngten, NO 18d05
910.821.1358
0
O
tD
6.4
6.3
6.4
6.3
6.3
6.2
6.1
6.1
6.2
6.3
6.2
6.3
6, 4
6.5
6,5
6.7
6.9
7.0
O
CID
W
6.9
6,8
68
6.9
7.0
4 S9
6,8
6.8
6.9
7, 0
Wilmington Marine Center Volumes
Basin
Lift Well
Depth (MLW)
Volume (CY)
Depth {MLWI
Volume (CY)
-5
13,584
-7
1,454
-b
74,538
-8
1,778
-8
34,882
.,
6, 9
6.8
6,8
6,7
6.7
6.5 6,8
6.2 6'7
6,6 6, 9
66.4 6.5 6.4
6.0 ,0 6,3 6.3
6, l 6.,5
5,9 6.0 6.2 6..
5.9 6,1 6,3
5,8 5.8 6.2 6.1
53 5.6 6.2 6.1
5.9
5,7 5.6 & 5,6
j,6 5.7
5.6
5.6 5.8- 6.2 5,9
5.5
5.4
5.9
6,4
6,8
6,3
6.2
5,9
5, 7
5.3
5.3
,U
5.8
5.7
.5.S. -.
4.2
4.4
4.4
5, 0
5,1
6.5
6.4
6.0
6.1
6,0
5.9
6.0
5, 9
5.8
5,8
5.6
5.6
WILMINGTON MARINE CENTER , ,
Vertra:alOar— CAPE FEAR RIVER�
conversion
hAVaaa NEW NANOVER COUNTY, NC
TZ.a. CONDITION SURVEY
M�W MAY 2 0 202?
BATHYMETRY & CONTOURS - MARINA
4.0
4,2
4,1
4,1
4,1
4.1
4.3
4,8
S, 7
6,2
6,6
5.9
4.0
4.2
4.2
4.1
4.2
4,1
4.2
4,5
4.6
5.1
5.9
6.9
b, 2
5.8 `iilll6,S
5,8
5, 7 6.0 qI
S, 6 5,8 6r,
56 56
4.2
4.2
4.3
4.4
4, 3
4,3
4.3
4.2
4.1
4,1
4.4
4.9
5.6
62
6,7
Color Contour
Legend
.. _ 2'
3'
3 4.
0
r
� sr
q) 6'
7'
Lk s'
3.5 5.6 Sqo~
5.4 5.7 S 9
5.2 5.6 Sj
5,4 S 55 S 6
5.4 0 53 AS SS A
5,4 s. S2 S
SS 5,0 40;4
5,1
`S' Aj ?p f sAA
N155400
Fo
AI
Y9 57 .
A_> SSg
S p8' A
�`� � A -.. S •3
tr C}
o ASS AA6,
tD S?) A
CA
A �
1. Horizontal Datum: NC State Plane Zone 3200, NAD83 (20111, Survey Feet
2. Vertical Datum: MLW converted from NAVD88 using the value 2.44 as defined by
NOAA huoy 855812o located an the Cape Fear River in Wilmington. NC.
3, Marina data collected by TI Coastal on July 26 & 27, 2021 and represent conditions at
Graphic Scale that time.
o• rs- ae• so' 4, Entrance channel data collected by Ti Coastal on November 11, 2021 and represent
condition, at that time.
Stale: 1-= 60' 4, Soundings are enpressed as depths in feet and tenths,
SU,lm6 NAME: 211112 WMC Entrance Channal Survey
VET PATE: A$ NOTED ABOVE DWG DATE: November 16, 2021
SCALE: 1— 60- SHEET: 4 OF 13

CD
Color Contour
Legend
01
Y
2'
3'
3
0
4'
r
a
S'
A
6'
'7110*
7.
8.
9•
46.8
46,$
47,0
46.9i
46.51
46.0
45,9
45,5
45,1
44,9
4:: 0
45•'.7
45.6
46.1
46.4
46.2
46.3
43r
43
43,
43.
43,
43,
43
43
42�
42,
42,1
421
42ti
4Id
43.
43, .
43,
43,
42.7': .
41.5'
40,8
39.3
36,6
32.4
27.2
23.6
21.2
19.2
N1 5300
O
Q
L()
li
C'l
I rJ
TI oastal
T1 Coastal Services, Inc.
367-8 N. Green Meatlasys Drive
Wilmington, NC 28405
910.821.135E
45.0
44.6
44,1
29•5
44.4
23.0
45A
275
44•g
26,6
45.1
24.9
44.9
20,6
44.2
17.8
4tA
l?.6
3q,0
1-'•5
37.0
17.2
36.9
17.3
36.8
17,1
37.1
:6.8
35,E
!.7.0
34A
17.0
T18
16.3
30,2
16.1
r'Od;
15.0
19 4
14.7
19.3
i4.5
193
14.1
19.7
14.1
18,8
14.0
195
14.3
13 E3
14.4
1
14.6
17,6
14.3
1:� 6
14,5
15,2
14,9
:.6.0
14.7
14,6
14.5
14.5
l 13.7
nve co ton
NAVOaT6
MLW
[hill,
VerliDatum
7,5
13,77.1 13.8
7b
13,8
7J
13,8
17.6
13,9
. l 7,6
14.2
14,1
�17,3
1 ,7,g
14.1
`lft,2
13.7
3
1111,
13.8
-
13.7
14.0
oo
to Wilmington Marine Center Volumes
r� Basin Lift Well
N -
w Dep0i (fV1LW) Volume (CY) Depth {MLW' Volume (CY)
r �..
-5 13,584 -7 1,454
6 20,538 -8 1,778
8 34.882
16,4 i4,5 ,.. ,.... .•. ' 6
15 8 13,8 11,6 11.7 9.8 9.5 9,0 7,8 6, b.5
11.7 10,8 6,$'..-�r�t :.. 6,1 - ..
15,5 13.1 11.7 -9,6 9.5 6,4
11.5 11.6 10.8 6,7 - 61
15.3 12.9 10 6 10.7 9 5 6•S
6.0
15.1 1219 1L8 11.6 11,3 913 6,7 6.4 &1
14.2 13,0 11.7 11,6 1Q,8 11.1 9,3 6,7 6.4 61
13,6 12.8 lL8 11.6 11.0 11.2 9,. 6.7 6,4 6,1
lob 12,9 116 11.7 1L1 112 9- 6,7 6.4 6,1
14,3 12.9 11.6 11.9 110 111 6.9 6,5 6.2
13.7 12.8 11.4 11.9 1 . 11.1 6,8 6.5 6.3
13.5 12.7 11,5 11.5 10,9 10.7 6,8 6,5 6.3
11.8 l0.9
13,6 2,8 11,5 10,6 6.8 61 11.4 10.66,3
6.8
13.6 2,9 12.0 11.5 10.5 10.7 6,8 6,6 6.3
13.8 L18 10.9
13.9 3.1 12,0 11.3 10.3 10.8 6.9 6.5 6.3
13.9 2,9 12A 10.9 10,5 10,5 7.0 6.6 6.4
14.2 12.9 12,4 10.8 10A , 10.5 6.6 6.3
14.4 12.8 12.5 10.6 10.7 10.2 6.6 6,3
HA 12,6 12.5 10,6 10,8 . 9 7.0 6 7 6.2
14.3 12.5 13.3 10.6 o. 9,8 6,9 6.7 6,2
14.3 12.5 10.6 t .7 7.0 6.7 6.3
14.4 12 5 12,6 10,6 10,9 9.9 ,0 6.7 6,3
14.2 12.5 12.6 10.7 10 0 6,9 6,3
14,2 12.6 13.1 10.8 10,6 6.8 6.3
10.8 IN5 - �'9
14.1 12,5 13,2 10,8 K 9.9 6,8 b,3
13.8 12.3 13.1 10.8 1Q 6.8 6.3
13.4 12,5 13,1 10.7 10,6 6.8 6.4
13,7 12.4 10.8 - 10.5 6.7 6.4
10.4
10
13.6 12,7 13.5 11.1 10.4 ..9 6.7 6,4
13b 13.5 13,7 1L3 9,9 .0 6.7 6.4
4
13.2 13,2 13.8 ,9 10.2 10.1 9,_ 6.7 6.
13.2 12,8 10,4
.
13J 9 10,1 9,51. 6.9 6.6 6,4
12.4 12,5 13,6 10.6 9,8 6.9 6,6 6,4
13.3 13,0 13,0 MA 6,9 6.6 6.3
13.2 13.4 13.0 10,4 g 6,6 6.3
13.2 13.9 123 1 ,0 6.5 6.4
13.2 14.1 12.9 ,9 6.5 6.4
133 13.5 12.5 1 6.8 6.4 6.4
13.1 12.8 t2,0 9,5 6.8 6.3 6.4
12.9 12,5 11J 9, 6.8 6.3 6.4
12.7 123 11,6 6.7 6.3 6.4
12.6 12.3 11.6 ' 6.8 62 6,4
12.5 12.2 11.3 6.9 6.3 65
13 7 12,7 1Q 9 9.6 ,9 6.3 6.4
13.9 12.9 10.8 9.8 6,9 6.2 6.5
13.8 12.5 10.7 9.9 6.8 6.3 6.4
13.6 1 11.0 10-0 6.6 6.4 -_-- 6,4
6,3
3 S
F
"Et''- r} n - , k�s ,: ;f.. w ; 1,Ihi4,b ": tr E.t!?: R�}}$i�'x- •r' �'{H;..,:
- ti i %j r a� •1 yl .ice ttzk `" k^ P�. _r .1�'d I .'��`, i?.;. d - {r '�yK 1`',�.•,.�-,&�'.
10,
�r 7
O
Ln
N N's
W w°
WILMINGTON MARINE CENTER
CAPE FEAR RIVER
NEW HANOVER COUNTY, NC Graphic Scale
o• 15' ae• so•
CONDITION SURVEY Scale. "
t
BATHYMETRY & CONTOURS - MARINA
C:I-t
6,0
5.9
5,9
6.0
6.0
6.0
6.0
6.1
6,0
6.1
6.0
6.0
6.1
3•9
5,8
6.1
6.1
5'8
6
6.1
5'8
5,8
6
6.2
6,1
5.7
6
6.
6.1
8
8 N155400
6,
6.0
+6.1
6.19
6.1
6.2
6.2
6.1
6,1
6.1
6.2
6,0
6.1
6.1
6.3
6.1
6,0
63
6.0
6.1
6,4
6.5
6.0
6.0
6.1
6,5
6.0
6.1
6;1
6.6
6.1
6.2
6,6
62
6,3
6.6
6;3
6,6
6,7
6.5
6.7
6.7
6.8
bJ
6,8
6.7
6.8
6,8
6,5
6.8
6.8
6.4
6.9
6.5
6.5
6.9
6.5
7.0
6'3
6,3
6.4
6,36,3
6'2
6.9
6,2
6.0
6,9
6.4
6.1
TO
6,4
6.1
6.8
6.
6.2
6.8
64
6.3
6.8
6.4
6.3
6.7
6,4
6.3
6.6
6.4
6.3
6.5
6.4
6.3
6.763
-6,3_
N
155100 "�.',:
Q
Q
I'0
es:
1. Haraonial Datum: NC State Plane - Zone 3200, NAD83 f2O111, Survey Feet
2. Vertical Datum: MLW converted from NAVD88 using the value 2.44 as defined by
NOAA buoy 86581 ZO located an the Cape Fear River in Wilmington, NC.
3- Manna data collected by TI Coastal on July 26 & 27. 2021 and represent conditions at
that time.
4. Entrance channel data collected by TI Coastal on November 11, 2021 and represent
conditions at that time.
4- Soundings are expressed as depths in feet and tenths.
5 2020 Aerial of downloaded from NC OneMau Geo5catlal Portal.
DWG NAME: 211112 WMC Entrance Channel Survey
SURVEY DATE: AS NOTED ABOVE DWG DATE: November 16, 2021
SCALE: 1" = 60' SHEET: 5 OF 13

1 +5=,72:1 'r 15tY,r 37
QX
5A
-5;7:
G;
):s)
i7)
15 }}
r;+� w� �� ;aL a39 •n °: h
-gyp X F1 I,
x231744954 i•`J,' LergA,s24.7' a:2m7-;,-:I-it"1
Y'5f58710 '2E
t0.G1
I).DO
)9Lmor,='r
M 23'7431!3 Sr); La-,t 424,7 Srn.M 7' q IL 2317934.27
Y 'Xi32.'9 ,5172535
JSx
10.00
10.00
15.0
13.-00
24}74'v,' S4^eY ;3:2JlA7-ih
X23175122 7+X Liro 424,71 -V'h, 71.e4 k 2?17915.72
5,49713 1 15163'A,
rr, .1-:p
-Ic ND
a0,x
-Si6
"AO
A:})
5.00
15AL'
15.00
210725 Soney )SL 203A0 FLL1
,.w )a Cox Flh
x,y'43af2 e. Wgh'2U' k,.•e'-N K231'"12
Y ':+75313 u.' S4?32.4
15A7
.,
's J7
. }1
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2111726 SI-1
r2i ---
xD745-5! *Y ti-,.m"a k2317661ES
Y'i5ii.15 v: 154737.13
.Sx
150)
"AL 200:J0 Rh
a^x� 21 )0 Ft h
8'23"433.)i i.25 --it, 420'' V1jh 7:.i1 7t 2317992.1;
Y.154MA0 "-'54712 22
J..' 107.30 29 X 390 h 400:70
•15 x
-m,A)
MY
'5 i0
1$:7J
21071" ie�.er ;3t 2J2p 9t
210M5
%: 23'T520.49 7.2$
y: 15447155
7,0] In))
Ltn,^A112U2
N3,76
.}artLA1'. 71,j4 k23179239
Y 15497 it
lxx 407A}
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ro
3,00
15.00
Z2 726Sw,e,
7.2i
3_H•i�n 1h
x'S*" 59 ,-i) Lc A. 424.1' 4x'r.h 7'64 A271?37e;3
15t9c,32
12
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A 7-Ink , _. L_'_T 12e.7. �.m. 7'.N :>,'::c 4a
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x '1'-}3.il 3y) Larh 42412 4—fi 7-E4 k231'3}3)3
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.15 77
-IOAO
5.0]
1;_ti
10.0}
15X
'51)0
2rai; 3•.•,ay ]SL 200.00 =th
Ei0 xatt YJ.00 Fd�
S 23',7i23.37 7.52 Lenin. 324.7'- u.},Ac 71.5y k2317931,47
r"i1,49.93 v' 154R5 A
:. 43D)
:_.
-501
1
i kl
21i72e.ic�I-
% 23'71',76 L-5h t2= 7' sr•c1., 7' E4 k 7 1'314%
]
Y.
-
ul
LaO 424.72 �ZAr r•A A-.3t7?7?39
... 'A 2DIA 3001} 40}A3
8i30
d})
-5X
3G}
c01"35
Y!5,32',J1 r-'51954TE
]x .}}x FAA )}).00 ,30:}7
i.33 -15^3
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10 X,
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TJ.LS F! h
MAY 2 0 2021
T I o a s t a I
-�
TI Coastal Services, Inc.
387-0 N. Creep Meadows Di—
Wilmington, Nc 28405
910.827.T758
Ve tica, Datum
Conversran
A
T—m�lwv...
WI L lVll NG TO N MARINE CENTER
CQpF FEAR RIVER
NEW HANOVER COUNTY, NC
Horimnfal Scale
Ta' coo zoo
Scaro; i�"�-- 200,
Vertical Scale
�5cale
]. Verieontal Datum: NC State Plane Zone V039 NAD83 (2911[, Survey Feet
the value ingt as defined 6y
2. Yerticai Datum: M81 converted from N ape Fear
NOAA buoy 86581201ocated on the Cape Fear River in Wilmington, N[
3 Manna data collected by Ti foastal on July 26 & 27, 2021 and represent conditions al
that time.
4. Entrance channel data collected by TI Coastal on November 11, 2021 and represent
conditions at that time.
4 Soundings areexpressedasdepthsinfeetandtenths
5, 2020 Aerial of downloaded from NC CineMap GeoS atial Portal.
CONDITION SURVEY
CROSS SECTIONS MARINA 4+00 to 7+50
DWG NAME: 311712 WML Entrance CA,rnnd Survey
SURVEY DATE, AS NOTED ABOVE
OWO DATE: Nevernb— 9b, 2071
SCAM 1"= AS SHOWN
SHEET: 7 OF 13

X, 2315257.9 I+JO Lengh 200.0 Azimuth: 150,0 % 23152579
Y. 155423.3 Y 155223.3
,200,0 -150,0 -100.0 .50,0 00 50.0 100.0 150.0 200.0
5.0
-5.0
0.0
0.0
,+DQ
5A
s.o
10?
10.3
15.0
15.0
20.0
20.0
25.0
25.0
1 1 1 t I I I I I30.0
30.0
Enhance Channel CBL 100,0 Rim
1+90 Death 20.0 Ft It
K 2315407 9 2+50 Lepglh 200,0
Y 1554233
-200,0 -1501 .100.0 50.0 0.0
Azimuth. 1800 X, 2315407.9
Y-155223.3
50.0 100.0 150.0 200.0
5.0
a.0
0.Q
6.0
2+50
5.0
5.0
10.0
10.0
15.0
15.0
20.0
20.0
25.0
5.0
30 p
"G.0
Enlwm Channel
2+50
DBL 100.0 F! h
Deli 20.0 Fela
X. Z315558,0 4+00 Length. 2000 Moulin: 179.0 X: 23155 V
Y:155QU Y'. 155223.8
-200.0 .150,0 -1000 -50.0 0,0 50.0 100.0 150.0 2000
.5.0
5.0
0.0
00
4-00
5,0
5.0
10.0
10.0
15.0
15.0
20.0
20.0
250
25.0
330
30.0
Enhance Channel DBL 1D0,0 FLIn
4h10 Depth 20.0 Fl In
%:2315307.9 1+50 Leglh 2003,Aamuth l00.0 %:2315337.9
Y: 155423.3 Y: 155223.,7
-200.0 -150,0 -1000 -50,0 0.0 530 100.0 150,0 200.0
0.0
0.0
1+;p
5:3
5.a
1J.7
10,7
15.3
5.0
20.6
200
250
25.0
11
30-0
30.0
Entrance Channel OBL 100.0 Ff in
1+50 Depb 200 Rill
X: 2315457.9 3 00 Lei 200.0 Azimu6h 160 D X 2315457.9
Y: 155423.3 Y: 155223,3
-200.0 -150.0 •100,0 -50.0 0.0 50,0 t03:3 150.0 20C.0
5.0 -5.0
0,0 00
NO
5,0 5.0
10.0 10.0
15.0 15.0
20.0 200
25.0 25,0
30.0 301
Mori OBL 1000 Ftin
3+00 Demh 200 Ft b
x 2315W6.0 4+50 Length: 2000 Azimuth.179.0 1G 2315809.7
Y: 155424.7 Y: 1552243
-200.0 .150,0 -100.0 50.0 0.0 50.0 100.0 150.0 200 D
.5.0
-5,0
00
0.0
4+50
5.0
s.Q
10.0
100
15.0
15.0
20.0
MI
25.0
25.0
JOA
30.0
Enhance Channal OK 100.0 Fein
4+50 Depth 20.0 FtIn
X. 2315357 3 2+?3 Lengh: 200.0
Y 1554233
00.0 -15D0 -10p.0 -500 0,0
A00uh'.1300 X( 2315357.3
Y:155223.3
50,0 100,0 150.0 200.0
5,0
-U 1 1 1
0,0
0,0
z+QD
5.D
5.0
10.0
13.0
15.a
15.13
2"
200
25.0
250
30A 1 1
301
EnhammChanne{
2-W
DBL 1Q0.0 FCIn
DerA 20.0FLIn
k 2315507.9 3+50 Levi 200.0 Azii I60.0 X 231 S507.9
Y 155423.3 Y:1552233
-200.0 -150.0 -100.0 -50.0 00 500 100.0 150,0 200.0
•5.0 5.0
00 0.0
3+50
3.0 S.0
3.3 9.0
S.J 15.0
20A h7.0
250 25.0
30.0 X0
Enhance Channei DBL 100.Di th
3,50 Deii 20.0 FL0
SC 2315656.3 5+00 Length: 200.0 A21mul l: 179.0 K 23155 91
Y:155425.6 Y:166225.6
-200.0 -1%0 -100.0 505 0,0 50.0 100.0 150.0 2W.0
5.0
-5.0
0D
0.0
50
5+00
5.0
13 a
10.0
15.0
15.0
20.D
20A
z5.0
25.0
30.a
30.0
Entrance Channel DBL 100.0 FLIn
5•QO Deyh 200 Ft St
MAY 2 0 2027
T I o a s t a I
~J
TI Coastal Services, Inc.
397.9 N. Green Meadows Dr+vn
Wilmington, NC 28405
910.8Z1.1358
Vertical Datum
Conversion
xn voae
T.-
+�rw
WI L MI NG TO N NSA RI NE CENTER
CAPE FEAR RIVER
NEW tIANOVER COUNTY NC
t
Horizontal Seale
o• z5' so• too-
spa+e: 1 =ioD
Vertical Scale
o• s• ro• zo'
Scale: 1"= 20'
o es:
Datum: NC State Plane -Zone VOSS using t e vale, Survey Fee[
L. Vertical
2. Vertical l7 u V 581 converted from N ape F8 using the value ingt n. defined by
Datum:
ryOAA huoy 8658L201ocated on the Cape fear River in Wilmington, NC.
3. Marina data colfected by TI Coastal an }uly 26 & 27, 2021 and represent conditions at
that time.
4. Entrance channel data collected by Ti Coastal on November 13, 2021 and represent
conditions at that time.
4 Soundings are expressed as depths in feet and tenths.
S. 2020 Aerial of downloaded from NC Onehlas, GeoS alial Portal.
CONDITION SURVEY
FCROSS SECTIONS IWARI NA 1 +00 to 5+00
DWG NAM$: 711112 WMC Entrance Channel Survey
SURVEY DATE: AS NOTED ABOVE
21
DWG DATE: November 16j0F
SCALE: 1-' =AS SHOWN
SHEET: 8 13

X-2315705.0 5,50 LeNJh 230.D Azimui 179.0 X.2315779.7
Y' 155420.5 Y 1552265
•204.0 -150.0 -1D0,0 -50.0 N 50.0 100.0 1500 200.0
5-50
5.0
5.0
0.0
10.0
5:J
151
7010
24.4
25.0
25.0
30.0
A 0
byaoce Channel DBL 100.0 FLIn
5+50 Depth 20,0 Ft:ln
K 2315856.0 7+00 Luuo.200,0 Azimuth:179.0 X 2315859.5
Y:SS5s292 Y:1j52291
•200,0 -15D0 •100.0 50.0 H 50.0 100.0 Ij0.0 2000
so
s.D
0.0
0.0
7+00
V
5.0
10.3
100
15.0
15.0
20.0
20.D
25.0
25.D
30.0
30.0
='Vance Channel DBL 100.0 Ft In
7+30 Depth 20.3 Ft In
X: 2316016.2 9+50 Lenglh:2000 Azimuth 134.9 X, 23159990
Y 155427.1 Y:155227.8
-200.0 .12.) .1000 -50,0 0.0 50.0 100.0 150.0 200.0
5.0
5.0
0.0
0.0
8+50
5.0
5.0
11
10.0
l50
15.0
2H
20.0
25.0
25.0
30.0
30.D
Entrance Channel DBL 100.0 FCIn
8+j0 Depth 20.0 Fein
Verr,caar r Dnm
Conse
Hnvaaa
T
mtw
TI Coastal Services, Inc.
387-6 N. Green Meadows Drive
Wilmington, NC 28403
910.821.1358
X:23157580 6+00 Lv 31h 200.3 Azimuth: 179.3 K 2315759.E
Y:155427 4 Y. 155227.4
-200,0 -150.0 -100.0 .54r0 10 50.0 100.0 154.0 200.0
0,0
0.0
5.0
6+00
5.D
10.0
100
150
153
240
20.0
25.0
25.0
30.0
1 1 1 1 1 1 1 r I I I I I I I I I I I I I I I I I I I 130.0
Entrance Channel OBL k00.4 FI'.In
6+00 Depth 20.0 FLIh
X:2315906A 7+5D
Y:155430.1
.200.0 -159.0 -100.0
Length 200,3 Azimuths 179,3 K 2315909.6
Y:155230A
•50.0 00 500 100.4 150.0 2D0.0
.S.o
•s.D
0.0
0.0
7+50
5.0
5.0
10.0
10.0
15.0
KI
15.0
20.0
20.0
251
25,0
RD 1 1 1 1 I I I I I I
I I I I I I I I I I I I I I I I I I30.0
Entrance Channel
MO
DBL 140A Ft.In
Daplh 20.0 F1:la
K 23181356.0 9+00 Length: 200A Azimuth: 184,9 K 23184 A
Y:155422.8 Y:155223,5
-200.0 -150.D -1DD,0 •5H 0.0 50.0 1D0.0 150.4 200.0
5.4
-5.0
0.0
0.0
9+00
5.0
5.0
110
10.0
IH
15.0
293
20.0
25,0
25.0
30.0
L30.0
Entrance Channel DBL 1D0.0 Fib
9+00 Depth 20.0 Fl In
WILMINGTON MARINE CENTER
CAPE FEAR RIVER
NEW HANOVER COUNTY, NC
CONDITION SURVEY
CROSS SECTIONS MARINA 5+50 to 9+50
X 2315606.0 5+50-eligth_207.J Azimith 1790 X:2315839.6
Y Ii5428.3 Y:155228.3
-20D.D -f50.0 -100.0 -50.0 0,0 50,0 1000 15H 200.0
-5.0
0.0
1 1 1 1
-5.0
00
5,0
MD
59
100
QJ
15.0
15:J
290
m.0
25.0
25,0
30.0
l34
Enhan eChannai DBL K-01 i,
6150 Depth7JJ"1,
K 2315956.0 3+90 Length, MAI Azimdh 1?9.J X 2315959.E
Y.155431.0 155231.1
-200.0 -150.0 -100.0 -50.0 0.0 50.0 1OJ0 150.0 200.0
5.0 5.4
0.1
0.0
3.0
8+00
5.0
3.3
10.0
+ii]
15,4
200
20,0
25.0
25.1
30.0
30.0
Enhance Channel DBL 1D0.0 FL'In
6+00 Di 20.0 Ftin
X, 2316115.9 9+50 .englh:2W.0 Azimuth:184.3 K 231609B,7
r 155418 5 Y:155219.2
-200,0 -150.0 -100A 500 '0 50,0 100.0 150-0 24D.0
SA
-5.0
4.450
0.0
30
5.0
10.3
10.4
15.0
15 0
200
203
25.0
250
34.0
L
30,0
Entrance Channel DBL 10H Fdri
9-50 Depth 21) )Aln
Horizontal Scale
a. 25' so' 1PP.
5-re: f" = 100'
Vertical Scale
a'
�.�
Sale; }•• = 20'
MAY 2 0 2022
1. Horimntal Datum, NC State plane -Zone 3200, NA083 (2011). Survey Feet
2. Vertical l7atum_ MLW converted from NAV088 using the value 2.44 as defined by
NOAA buoy 9558120 located on the Cape Fear River in Wilmington, NC.
3. Marina data collected by TI Coastal on July 26 & 27, 2022 and represent conditions at
that time
-
4, Entrance channel data collected by TI Coastal on November 11, 2021 and represent
conditions at that time.
4, Soundings are expressed as depths in feet and tenths
OWG NAME: 211112 WMC Entrance Chennat Survey
SURVEY DATE: AS NOTED ABOVE OWG DATE: November 16, 2021
SCALE: 1" a AS SHOWN SHEET: 9 OF 13

X_2315165.7 13+DD Length 200,3 Azinuth:134,9 X.2316148.5
Y:1554t4,2 Y 155214.3
-200,D •150.0 -100.0 -50,0 00 50.0 1DU 1500 200.0
-5.0
-50
M
0.0
104DO
5.0
5A
t0.7
11.9
15.3
15.0
23.0
20.0
25.0
25.0
30.0
30.0
Entrant, Channel DBL 100.0 FLtn
10+00 Depth 20.0 FI.ln
X:2316315.1 11+50 Lerip:200!0 Awnift 184.9 X:2316297.9
Y'155401.3 Y.155202,0
-200.0 -160.0-t0Q.1 -50.0 0,0 50.0 100.0 150.0 200.0
•5.0
S.0
I 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
0.0
0.0
11+50
s.a
S.D
10.0
10.0
15,0
15.0
20.0
2D.0
25.0
25.0
30.0
30.0
Erma Channel DBL 1010 Ft lit
11+5D Depth 2D.0 Fein
X,2316475.7 13+00 Lenp:200.0 Azrnuh:194,1 X.2316428.0
Y,155,164.3 Y.155170.4
-200.0 -1500 -100.0 50.0 0,0 50.0 10D.0 150.0 2000,
-5.0
-5.0
1 1 1 1 1 1 1 1 1 1 1 1 1 r T I I I I I 1
0.0
0.0
13+00
5.0
5.0
too
10.0
15.0
IH
20A
A0
25.0
2H
30.0
130.0
Entrance Channel DBL 100.0 Ft In
13+DD Depth 20.0 F111
X'2316215,5 21.) Azinutn 194.3 X.2316196,3
Y, 15540,9 Y. 155210.6
-20U -153.0 -100.0 -50,0 BA 50-D 100.0 150.0 200.0
SA
-5A
10
0.0
10+5D
50
5.0
33
197
15.0
15r3
20.a
20.0
250
25._
3p,0
30.0
EnlrarA Channel DBL 100.0 Ft In
1D+50 Depth 20-0 FCIn
K 2316379.8 12+43 Le*. 200.0 k nuN: 194,1 K 2316331.0
Y:155388.7 Y:155194.7
-200,0 -150.0 .1000 •50.0 0D ko 100.0 150.0 MI)
-5.0
SA
0.0
0.0
12+00
5 0
5.0
10D
9,3
K11 ill
15 0
5.3
20A
20.0
25.0
25.0
36.0
1 1 1 1 1 I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1
30.0
Entrance Channel DBL 1d0.0 Ft I
12+00 Depffi 20.0 R.Inn
X; 23165252 13+50 Length, 200.0 Azimlh: 194.1 K 2316475.5
Y: 155352,2 Y:155158.2
00-0 -15U -100.0 -50.0 0.0 5V 100A 150.0 200.0
-5.0
•5.0
0,0
0.0
13+53
50
5.0
19.0
10,0
15.0
I5,0
20 0
20.0
250
25:0
X.0
30.0
Entrance Channel DBL ID).0 Ft:ln
13+50 Depth 2Q0 Ft:ln
X 2316265.3 11.00 1wth: 277.3 AzHnuth 1849 K 2316248.1
Y 1554G5.5 Y;1552)6.3
d0U -15a.0 -110:0 .53 3 9 D 50,o too l 15H 200A
-5.0
-5.0
0,0
0.0
50
I I'•iJ
50
b17
t3 0
153
1i3
25.a
2s.o
13.0
31,0
=vraner Channel DBL 100A FLIP
11-00 De -A 20 0 FCIn
X:2316420.3 12+53 ",Ih2A3.0 Annuth 19C K2316379.5
Y.155376.5 Y 15518215
400.0 •150.0 •1)U K.0 0.0 50.0 100.0 150.0 200.3
•5.0 d.0
03 0A
12+50
5.0 5.0
10.0 1.3:0
15.D 150
20.0 20 0
25) 250
30.0 30,0
Entrance Channel DBL 100,0 Ftln
12-50 Depth 20.0 Ffln
K 2316573.7 14*00 Length:200.0 AnDA:194,1 K 2316525,0
Y:155340.0 Y:155146,0
-no -I50.0 -iD0,0 -50.0 0.0 5DA 100-0 15DA 200D
S,Q
0.0
I I I A I
-5.0
D.0
5.3
14,00
50
10)
10-0
130
15.0
200
2D.0
250
25.0
30.0
300
Enhance Channel DBL 1W.3Ftln
14-M Depth 20.9 No
MAY 2 0 2022
TI "-� o a s t a I
�-
TI Coastal Services Inc.
387-8 N. Grean Mc.dows Orive
Wilmin9ton, NC 28405
910.821.1358
vertical Oamm
coneerslon
HAVeea
m,
T mtw
WI L NIl NG T D N MARINE CENTER
CAPE FEAR RIVER
NEW IHANOVER COUNTY, NC
Horizontal Scale
s she'
::cafe: 1" = 100'
Vortical Scale
s• ra• 2n.
1 Horizontal O Datum NC State Plane - m N VD88 NAO83 a valu Survey Feet
the value ingt as defined by
E VerticalbuoyMEW converted from N ape Fear
NOAA buoy 86581201ocated on the Cape Fear River m Wilmington. NC.
3 Manna data collected by YI Coastal on July 26 & 27" 2021 and represent conditions at
hatiime-
4, Entrancechannel data collected by TI Coastal on November 11, 2021 and represent
concirtions at that time.
4 Seundings are expressed as depths In feet and tenths.
5. 2020 AerW of downloaded from NC OneMa G-S alial Portal.
CONDITION SURVEY
./ A
FCROSS SECTIONS MARINA 1 U+00 to l aY+00
Scare
OWG NAME: 2l1112 WMC Entrance Channel Survey
SUFFVEYOATE: AS NOTEOA@OVE
OWG DATE: Novamber 16, 2021
SCALE: 1" = AS SHOWN
SHEET: 10 OF 13

K:2316628.8 14+50 Length YX7.0 Az mom 1393 K. 2316566 9
Y: 15532t; Y. 155135.7
-200.0 -150,0 .100,0 -50,0 00 50.0 4C 150.0 2Wn
-5.Q -5:0
0.0 0.0
14+s0
i.o s.o
} 7 10.0
153 5:7
20.0 20.0
25.0 25.0
30.0 30.0
Entrance Channel DBL 1010FLIn
14+5D Depth M Ft:ln
x 230796 16+00 Length 200.3 Azimuth 228.2 X 23166335
Y:155197.6 Y 155064 3
-200.0 -150.0 -100.0 -50.0 0n 50) 100.0 M.0 200.0
•a 0
Sn
0,0
5,0
10n
t5,0
20.0
25.0
30.0
Entrance Channel DBL 100.0 Ftln
16+00 Depth 20.0 FUn
D.o
16+a4
i.a
tDA
SS.O
20.0
25.0
30.0
X 2316879.E 17+50 Length 200.0 AzimuN' 228.2 x, 2316730.5
Y: M15S0856 Y: 154952S
•200.0 -I50,0 •100,0 50.0 Ok 50.0 100.0 150.0 200.0
•i.9
0.0
7(2316709,9 1i.00 Lengm 2?3:} 4Dmath,2256 x:2316566-9
'L 1552754 Y:155135 d
-200-4 -1503 ,oa.D -son I-} son 1ou.o 150.0 24o,a
-5.0
-5.0
00
0.4
1j+ii
50
5.0
i77
1a.7
K11
9-3
5.1
20.0
?f1A
rs.4
zi.p
1 1 1 I I I I I I I I I I I 1
30,0
gpg
Entrance Channel DBL 100.0 FLIn
IS+pO Depth 20 7 Ftiln
X 2316812.9 16+5p LengN 204.0 RzimuOr 2281 JC_ 2316663.8
Y: I55160.3 Y 155427,0
-290A •I50.0 -104.0 50.0 0.0 500 100.0 150A 20[In
5.4
s 4
90
0.0
16•sa
5,0
5.0
10.0
!On
K�j
lia
15.0
20.0
20.0
25.0
250
30.0
, J , I j I 1
30,0
EnUanceChannel DBL 100A Fl In
15+50 Depot 20.0 Ftln
X:2316912.9 181`00 Leng0h: 2001 AnmuN, 2282 x: 2316763.8
Y:1550485 Y:154915.2
•200.4 -lSOn -100.0 -SO.a 0.9 SOA 1p0.0 f50.9 2Q0.0
-5.0
•5,0
4.0
0.0
18a00
5.0
5.a
10.0
10.0
15.a
15.0
20.0
20.D
25.0
25.0
g0,q
JO.a
Entrance Channel DBL 100.0 FCIn
18#00 oepth 2i1.0 FCIn
x 2318736.3 Is+Sp Langlh:23a.0
Y 155231.9
-zoo.p asa.o -Iao.o -so.Q 0.0
.4amuth 2252 K231659?.2
Y 1551713
ion 150.0 200.0
0.0
0.0
15+Sa
iA
5n
,•3
13.4
p
153
fi
ti:3
20,0
20.0
250
25.0
30.0 1 1 1 I I I I I I I I I I I I
I 1
k}n
Enrance Channel
15-50
DBL 100.OFl:In
De9th 20.9 Ft:ln
X23168463 17,07 Len99i:2?3,J AnmNh226.2 lt2316697.1
Y- 155123.0 Y:154989,7
•200n •150n 16J9 •503 0.0 500 lQ0.4 150,p 2040
S.0 40
00
Ra
S.D
17r00
50
10.0
17 0
15,0
150
F''
20,0
20.0
25.0
25.0
3a.o-
, , I . . I , i , , I . . I t . . .
San
EnVanse Channe! DBL 100.0 FLIn
17.00 Depth 20.3 Ftln
X 23164.42,0 18+50 Lengln:2W,0 Aamulh: 224.5 X 23168a1.8
Y,155016.1 Y: 154873.5
d00A -150.0 -14L1.0 -50A 0,0 5010 IIX}.0 I50.0 200.0
s o
-s.p
0.0
00
5.0
16+50
5,0
i JJ
103
yin
15.4
20n
20.4
25A
25,0
300
34 4
Envan x Channel DBllpp.p FLIrt
18-50 OepN 20.0 FLk1
MAY 2 0 20L:
TI '� O � � � � �
TI Coastal Services, Inc.
387-6H. croon Meaap ws Drtre
Wilmington, HC 28405
870.821.1358
v �o car aamm
nVersrp�
atxacwvpae
T.-
WI L MING TG N MARINE CENTER
CAPE FEAR RIVER
NEW NANO VER COUNTY NC
t
Horizontal Scale
Scare: i"= 100'
Vertical Scale
s• m• 2p•
1 Horizontal Datum: NC State Plane -Zone 3200, NAD83 12011j, Survey Feet
2. Vertical Datum: MLW converted from NAVD68 using the value 244 as defined by
NOAA buoy 86581201pca[ed on the Cape Fear River in Wilmington, N[-
that time.
3 Marina data collected by TI Coastal pn July 26 & 27, 20Z1 and represent conditions A,I
4. Entrance channel data collected by TI Coastal on November 11, 2021 and represent
conditions at that time.
4. Soundings are expressed as depths in feet and tenths
5. 20r0 Aerial of downloaded from NC Onehta GeoS anal Portal.
CONDITION SURVEY
Q �`'
CROSS SECTIONS MARINA 14+50 to 98f5U
scarp: i'•= zo•
DWG NAME: 211fit WMC Entrance Channel Survey
SURVEY GATE: AS NOTED ABOVE
DWG DATE: November 16, 2021
SCALE: i"=AS SHOWN
SHEET: 11 OF 13

I
I
1 1 : —
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Existing Bulkhead 2 BASE FILE INFORMATIONr .
3 MARINA DATA COLLECTED BY T1 COASTALON AND REPRESENT CONDITI•NSATTHATTIME
'ppAppx. Normal• DATA . r 6Y TI COASTALREPRESENT CONDITIONS
5. HORIZONTAL r•TUM: NC STATE PLANE - 70NF 3200, NAD83 (2CII�,30'CAMA Buffer 6L VERTICAL DATUM. MLW CONVERTED FROM NAVD89 USiNG THE VALUE 2A4 AS DEFINED 13Y NOAA BOUY 8658120 LOCATED ON THE CAPE FEAR RIVER IN WILMINGTON, NkAY 2
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WilmingtonNorth Carolina 28402
,0
Project:
Wilmington -nter
Maintenance Dredging
1
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Legend •
Existing •'a• • • ONLY.• r•• D D.
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MARINA DATA COLLECTED BY TI COASTAL ON JULY 26 & 27 2021 AND REPRESENT CONDITIONS AT THAT TIME
Appx. Normal High Water ---------- 4. ENTRANCE CHANNEL DATA COLLECTED BY TI COASTAL ON JULY 26 & 27 2021 AND REPRESENT CONDITIONS AT THAT TIME
HORIZONTALr•TUM: NC STATE PLANE - ZONE 3200, NAD833805
6 VERTICAL DATUM- MI-W CONVERTED FROM NAVDI USING THE VALUE 2.44 AS DEFINED BY NOAA BOUY 8658120 LOCATED ON THE CAPE FEAR RIVER IN WILMINGTON, NC.
SOUNDINGS . • . .
Resource3 1 1 TitlI
Wrightsville Ave Suite 15
Kim North Carolina
Telephone : ...•
..
Mainlerance r)redging
..
1
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NA
DRGNCW05.797
Drawn By
Sheet
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a
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Propose
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Existing Bulkhead ! Appx NHW
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Legend
Existing RipRap
Existing Bulkhead
A x. Normal High Water --
pp g _--------
30' CAMA Buffer ------- ---
75' AEC ----------
NOTES
1. FOR ENVIRONMENTAL PERMITTING ONLY. NOTAN ENGINEERED OR SURVEYED DRAWING
2. BASE FILE INFORMATION PROVIDED BY OTHERS.
3 MARINA DATA COLLECTED BY T1 COASTAL ON JULY 26 & 27. 2021 AND REPRESENT CONDITIONS AT THAT TIME.
4. ENTRANCE CHANNEL DATA COLLECTED BY TI COASTAL ON JULY 26 & 27. 2C21 AND REPRESENT CONDITIONS ATTHAT TIME
5- HORIZONTAL DATUM: NC STATE PLANE -ZONE 3200, NAD83 (2011), SURVEY FEET.
6- VERTICAL DATUM: MLW CONVERTED FROM NAVD89 USING THE VALUE 2.44 AS DEFINED BY NOAA BODY 865812t] LOCATED ON THE CAPE FEAR RIVER IN WILMINGTON, NC.
7. SOUNDINGS ARE E%PRESSEDAS DEPTHS IN FEET AND TENTHS.
DAVEY n
Resource Group
3805 Wrightsville Ave, Suite 15
Wilmington. North Carolina 28402
Telephone: [phone]
Project
Wilmington Marine Center
Maintenance Dredging
Dale:
411412022
Revision Dale,
NA
Scale:
85 noted
Job Number:
DRGNCW05.797
Ti4e
Profile View B (2)
Drawn By.
WAD
Sheet Number:
9 of 11
G:SUSersIwUDUU91DeskloplVVilminglon Marine Cenler Basin Main! Dredge_dwg