20240499 Ver 1_CAMA Application_20240327

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Robert C G Exum Revocable Trust c/o Robert Exum Jr.
2. LOCATION OF PROJECT SITE: 2504 Shandy Lane, adjacent to Bradley Creek, in Wilmington, New
Hanover County
Latitude:34°12'31.69"N Longitude:77°49'39.88"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 9/26/23, 11/30/23, 12/21/23
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 10/24/2023
Complete Date — 3/21/2024
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Wilmington/New Hanover County
Land Classification From LUP — Resource Protection
(B) AEC(s) Involved: EW, PTA, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Municipal
Planned — N/A
(F) Type of Structures: Existing — None
Planned — Eight (8) slip docking facility and maintenance excavation
(G) Estimated Annual Rate of Erosion: N/A
Source - NIA
7. HABITAT DESCRIPTION: [AREA)
DREDGED FTT,LF.D OTHER
—2,214 sq. ft.(shaded
(A) Vegetated Wetlands
by
pier)
(B) Nan -Vegetated Wetlands (Open water)
4,260 sq. ft.
�-2,240 sq. ft.
(incorporated)
(C) Other (highground)
(D) Total Area Disturbed:.--8,714 sq. ft. (-0.20 acres)
(E) Primary Nursery Area: Yes (for structures), No (for excavation)
(F) Water Classification: SC# Open: Closed
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
8. PROJECT SUMMARY: The applicant proposes to install an eight (8) slip docking facility and conduct
maintenance excavation.

Robert C G Exum Revocable Trust, Page 2
9. PROJECT DESCRIPTION:
The project site is located at 2504 Shandy Lane, adjacent to Bradley Creek, in Wilmington, New Hanover County.
The property consists of a 2-acre parcel that is situated on land that is approximately 12 feet above normal high
water (NHW) and is vegetated with native grass, shrubs, and native hardwoods. The upland portion transitions to
a steep bank before reaching coastal wetland vegetation. There are sparse groupings of Bulrush (Scirpus spp.)
before reaching a solid span of Smooth Cordgrass (Spartina alternifolora). North of the stretch of Smooth
Cordgrass exists a shallow open -water bay that extends approximately 100' wide with water depths shallower
than approximately -6" Normal Low Water (NLW) based on DCM field observations. The deepest portion of the
shallow bay appears to be on the eastern side of the riparian corridor. North of the bay, a span of Smooth
Cordgrass exists before reaching the open waters of Bradley Creek. The applicant provided an aerial photo
however, it appears to have too dark of a contrast when scanned. DCM has provided a similar aerial to show the
extent of coastal wetland and the shallow bay (See DCM Provided Aerial). The property is bordered by the cast
and west by single family residences, the single-family residence to the west is currently under construction. The
property to the east has a docking facility with an authorized dredge footprint that is used as a community facility
for the 4-house subdivision authorized in 2008 through State Permit 486-02. The property to the west is a single-
family residence under construction with no docking facility. The property two parcels to the west has a
community docking facility with an authorized dredge footprint authorized in 2002 through State Permit #49-02
and expanded in 2010 through State Permit #94-10. The shoreline length of the subject property is approximately
216'.
The Wilmington -New Hanover County Land Use Plan classifies the area as Resource Protection. The waters in this
location are classified as SC# by the Division of Water Resources. The area where the docking facility is proposed IS
designated as a Primary Nursery Area (PNA) by the Division of Marine Fisheries but the area where the maintenance
excavation is proposed IS NOT designated as PNA. The area appears that it is CLOSED to the taking of shellfish.
It is DCM's understanding that the past interpretation of the PNA boundary by the Division of Marine
Fisheries (DMF) for the southern side of Bradley Creek was that the PNA boundary was an extrapolated line
between the landward side of the community pier at the end of Bradley Drive and extended to the landward
side of the facility at 2501 Shandy Lane. It is DCM's understanding that this interpretation has changed and
the PNA boundary now begins at the NHW mark of the south side of Bradley Creek and ends at the southern
edge of the maintained channel of Bradley Creek. (See attached DCM provided aerial from the DCM Web
Viewer labeled "PNA Boundary")
10. PROPOSED PROJECT:
The applicant proposes to install an eight (8) slip docking facility and conduct maintenance excavation.
According to application materials the property would be subdivided, and the two waterfront lots would share the
joint docking facility with four slips for each residence.
A 512' long by 6' wide pier would span to the open waters of Bradley Creek and terminate at a 16' wide by 16'
long gazebo. Two 8' long by 5' wide "golf cart turn around" would exist on either side of the pier just Iandward
of the gazebo. Waterward of the gazebo would be an 8' long by 16' wide fixed "sundeck". A gangway would
extend east from the "sundeck" and lead to an 80' long by 6' wide floating dock. A second gangway would also
extend to the west from the "sundeck" and lead to a second 80' long by 6' wide floating dock, The floating docks
would be installed at the existing pier headline of the southern side of Bradley Creek. The applicant has provided
a full-sized survey labeled Sheet 1 of I which depicts the pier headline created by the residential docking facility
at 303 Bradley Drive and the residential docking facility at 2501 Shandy Lane. (See full sized drawing labeled
Sheet 1 of 1 and Sheet 2 of 10)
A proposed 20' span elevated approximately 10' above NHW would be constructed approximately 185' from the
beginning of the pier to allow public trust access. The water depths in the proposed area of the span are
approximately -2" NLW per DCM observations and this span lines up in the deepest portion of the bay and would
be consistent with the existing bridged areas on the piers to the east and west to allow for navigation during higher
tide cycles. (Sheet 4 and 7 of 10)

Robert C G Exum Revocable Trust, Page 3
According to water depth information provided in the application, water depths in the area of the proposed
floating docks range from -1.7' NLW on the landward side of the proposed floating docks to -2.3' NLW on the
landward side. DCM verified water depths on 12/21/23 at 9:15am.
The applicant also proposes maintenance excavation in an area measuring 213' by 20' to a final depth of -6'
NLW. The proposed excavation footprint is located within the channel portion of Bradley Creek which has
historically been maintained by Bradley Creek Boatominium, Inc. via State Permit #106-75. The permit which
was originally issued to Bradley Creek 66 Marina, Inc. on 7/24/1975 for the excavation to a depth of-6' MLW
and has been modified and renewed several times since. State Permit #106-7S is set to expire on 12/31/2025.
Current water depths in the area of the proposed dredge footprint range from -2.3' NLW on the landward side to
-4.5' on the waterward side. (See 3 of 10). The applicant does not propose any excavation landward of the edge of
Bradley Creek Channel due to the understanding that this is where DMF has determined the PNA boundary to
begin. The proposed excavation footprint would begin approximately 6' waterward from the edge of the proposed
docking facility. The narrative states that larger vessels will be tied to the waterward side of the facility.
The spoil material would be taken to the Shore Acres Company spoil island that is commonly used for private
spoil material. The application includes a signed disposal agreement.
The proposed facility would extend approximately 530' below NHW. The proposed facility would extend
approximately 75' into a waterbody that measures approximately 483' across and would not encroach into the
maintained channel of Bradley Creek nor exceed the pier headline created by residential facilities along the
southern side of Bradley Creek. The proposed dredge footprint would fall within the maintained Bradley Creek
channel that is not deemed PNA. The adjacent facilities have previously authorized dredge footprints surrounding
their docking facilities in areas that are now deemed PNA.
The application includes certified mail notification of the adjacent riparian property owner to the west and UPS
proof of delivery notification to the property owner to the east. The agent has also included an email in which the
other slip owners were sent an email with the application drawings and an Adjacent Riparian Notification form.
NOTE: At this time, DCM is unsure if the proposed development is consistent with City of Wilmington's
ordinances.
11. ANTICIPATED IMPACTS:
The proposed docking facility would incorporate approximately 4,514 sq. ft. of Public Trust Area and Estuarine
Waters and shade approximately 2,214 sq. ft. of coastal wetlands. The structures would not encroach into either
15' riparian corridor setback. As proposed, the docking facility would not encroach into the maintained channel of
Bradley Creek nor exceed the pierhead line. The proposed structures would extend approximately 75' into the
waterbody, in an area that measures approximately 483' across. The proposed structures would accommodate up
to eight (8) vessels at this location within current water depths of approximately -1.7' to -2.3. The proposed
excavation would disturb approximately 4,260 sq. ft. of shallow bottom substrate. The applicant has proposed a
bridged portion of the fixed pier similar to the facilities to the east and west to not restrict public trust access.
Shoreline length — +/- 213 ft. x 8 sq. ft. = 1,704 sq. ft. allowable per DCM
Proposed:
Fixed pier- (505' x 6') = 3,072 sq. ft. (access credit, not counted)
Fixed platform- 2 x (5' x 8') = 80 sq. ft.
Gazebo- (16' x 16') = 256 sq. ft.
Fixed platform- (8' x 16') = 128 sq. ft. (48 sq. ft. of which is counted as access credit)
Floating dock- 2 x (80' x 6') = 960 sq. ft.
Total = 1,376 sq. ft.
Submitted by: Bryan Hall Date: 3/27/2024 Office: Wilmington

CAROLINA MARINE CONSTRUCTION, INC.
6400-8 Carolina Beach Rd # 212 Wilmington, NC 28412 910-793-4143
December 7, 2023
Re: Exum Project
2504 Shandy Lane
We have been contracted by Mr. Robert (Bert) Exum to obtain permits to construct a shared pier for Lot
#2 and Lot #3 at 2504 Shandy Lane. We are proposing to construct a shared 6' x546� stationary pier
along with a shared 16' x 16' gazebo, an 8' x 16' sundeck and (2) 5' x 8' golf cart turn arounds (1 per each
residence). Constructing a shared pier instead of (2) individual piers to access deep water results in
several benefits, first of which is a reduced tootprint in an outstanding resource area. This reduced
footprint helps to preserve the natural environment on site and limits any damage / disturbance of the
area. The natural view is also protected with one less structure. A shared pier also reduces the risk of
storm damage by removing another separate structure from the equation. An additional benefit to the
owners is a cost reduction in the original construction.
We have proposed a slightly longer stationary pier than the neighboring properties and have aligned the
floating docks to run parallel and just outside the limits of Bradley Creek Channel (as per drawings). The
proposed design will allow the proposed floating docks to be installed in adequate water depths. Due to
agency determinations dredging is no longer being permitted similar to the adjacent docking structures.
The current proposed design takes this into account providing good water for docking structures.
We are proposing (2) 6' x 80' floating docks (1 for each property). This will provide (4) slips for each
residence. Larger vessels will be moored to the Bradley Creek side of the docks and smaller run-abouts
will moor on the backside of the docks where the water is shallower. We are also proposing a minor
dredge in the already permitted Bradley Creek Dredge Channel to allow for the permitted —6' MLW (as
per drawings).
Standard marine construction practices will be utilized to construct the pier and dock. Dredging to be
bucket to barge. Spoil will be hauled to an approved site and unloaded onto high ground. An excavator
mounted on a 24' x 50' barge will be utilized for said construction / dredge.
The owners of both residences plan on using the dock to enjoy our local waters by fishing, kayaking,
paddle boarding and just cruising to enjoy the views_
If you have any questions or concerns you can reach me on my cell 910-470-6610 or you can contact the
local CAMA representative Byran Hall directly at 910-796-7423 or email to [e-mail],
Thank you,
Michael Conard
Carolina Marine Construction, Inc_
RECEIVED
MAR 2 1 2024
DCM WILMINGT©N, NC

DGM MP-1
APPLICATION for
MaJor Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
Z Agent/Contractor Information
Business Name
Carolina Marine Construction, Inc.
Agent/ Contractor 1: First Name
Michael
Agent/ Contractor 2: First Name
Mailing Address
6400-8 Carolina Beach Rd
ZIP
28412
FAX No.
Street Address (if different from above)
4925 Red Heart Dr
Emaii
[e-mail]
MI
Last Name
B
Conard
Ntl
Last Name
PO Box
212
Phone No. 1
910 - 470 - 6610 ext.
Contractor #
58629
City
Wilmington
<Form continues on back>
City LNC
Wilmington
Phone No. 2
910 - 793 - 4143 ext.
State ZIP
NC 128412-
DEC I j
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Form QCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
4. Wre uescrlption
a. Total length of shoreline on the tract (ft.)
216.83
c_ Size of individual lot(s)
(lf many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Brush, Small Trees, Oak Trees
f. Man-made features and uses now on tract
None
b. Size of entire tract (sq.ft.)
80,150.4
d. Approximate elevation of tract above NHW (normal hiah water) or
NWl_ (normal water level)
+12 I$NHW or ONWL
g. Identify and describe the existing land uses adjacent to the proposed project site_
Residentia l
h. How does focal government zone the tract? i_ Is the proposed project consistent with the applicable zoning?
Residential (Attach zoning compliance certificate, if applicable)
RYes ❑No ❑NA
-------------------
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ©Yes PKINo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes. ❑No [DNA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a
National Register listed or eligible property?
<Form continues on next page>
Dyes ZNo ❑NA

Form DCIM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
M. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
CFPUA
o. Describe existing drinking water supply source.
City
p. Describe existing storm water management or treatment systems.
City
5. Activities and Impacts
a. Mill the project be for commercial, public, or private use?
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Recreational boating, fishing, kayaking, paddle boarding
®Yes ❑No
❑Yes ❑No
❑Yes ZNo
❑Commercial ❑PublicfGovernment
®Private/Community
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.
Piles to be driven with vibratory hammer on barge mounted excavator. Standard marine construction for the remainder.
d. List all development activities you propose.
6' x6otpier, 16'x 16' gazebo,8'x16' sundeck, (2) 5' x 8' turnarounds, (2) 6' x 80' finger docks, associated piles,dredge
approximately 480 cubic yards of material
e. Are the proposed activities maintenance of an existing project, new work, or both? NEW
I f. What is the approximate total disturbed land area resulting from the proposed project? 4,841
®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes BNo ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface run off
I. Wili wastewater or stormwater be discharged into a wetland?
If yes, will this discharged water be of the same salinity as the receiving water?
j. Is there any mitigation proposed?
If yes, attach a mitigation proposal.
<Form continues on back>
❑Yes ❑No [:]NA
❑Yes ❑No ®NA
❑Yes ❑No ®NA
DEC I I I
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
in addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (fj 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 Patricia & Brian Coughlin Phone No. 910-399-1644
Address 114 Old Camp Rd Wilmington, NC 28409
Name Dianna & Paul McKenzie Phone No. 825-449-4259
Address 1209 Waterway Ct Wilmington, NC 28411
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
NONE
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 statemen# of compliance with theC. Environmental Policy Act (N.C.G.S. t 13A 1-10), if necessary. Ifthe proect inuolves expenditurefpublic funds ouse of public lattach a statement documenting compliance with the North Carolina Environmental Policy Act.
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 Print Name 1—n a r .1 , . a A P _..,s....� I•
Signature �/-, ,
Please indicate application attachments pertaining to your proposed project.
E9DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
SIDCM MP-4 Structures Information r MCEI ED
DEC 11 2G 3
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Porch DCM MP-2
EXCAVATION and
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
FAccess
hannel Other
NLW or Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
MIMI 5
Breakwater shoreline
Length I I 1 213'
Width 20'
Avg. Existing
Depth 2'-3'
Final Project
Depth6'
9, EXCAVATION
�. Amount of material to be excavated from below NHW or NWL in
cubic yards.
480 cy
C. (i) [Does the area to be excavated include 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
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Shinn Creek Spoil Island
C. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner
stabilizatior
NA NA
NA I+,[A
❑ This section not applicable
b. Type of material to be excavated.
Sandy Loam
d. High -ground excavation in cubic yards.
0
❑This section not applicable
b. Dimensions of disposal area.
150' x 400'
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
vertically to the north
e. (i) Does the disposal area include any coastal wetlands/marsh f.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CVl! ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
DEC 11 ?�1 3
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Pr,rm ccwi Fvw- (rxcavat€on and Fill, Page 2 cafe)
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 _ Structures)
a. Type of shoreline stabilization:
E]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 0 Riprap 0
Breakwater/Sill 0 Other 0
Source of fill material.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. (9 Will fill material be brought to the site? ❑Yes ❑No
If yes,
00 Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Spoil going to approved spoil site behind burins. l
c. (i) Will navigational aids be required as a result of the project?
❑Yes ONO ❑NA
(ii) If yes, explain what type and how they will be implemented.
z
Date
i Lon
Project Name
® This section not applicable
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
® This section not applicable
b. (i) Will fill material be placed in coastal wetlands/marsh ((C-W),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(h) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Bucket to barge - excavator mounted on 24' x 50' barge
d- (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Applicant Name;,
u
DEC I I
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remised: 12/26106

Form OCrA MP-4
(Construction within Public Trust Areas)
Attach this form to Joint Application for LAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Govemment ®Prnrate/Community
a (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length ; 5o j
(iv) Width 6'
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? J@Yes [I No
If yes:
(€i) Number (1) & (2) & (1)
(iii) Length 16` 8'7��
(iv) Wdth 16'
(v) Floating ❑Yes JRNo
Note: Roofed areas are calculated frorn dripline dimensions.
a. (€) Number of slips proposed `
(ii) Number of slips existing
0
i Check the proposed type of siting:
❑ Land out and access channel
®Open water; dredging for basin and/or channel
❑Open water; no dredging required
❑Other, please describe:
k. Typical boat length: 24'40'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) if Y— number of tie P'ii V' '7�
[I This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes E]No
d. (€) Are Finger Piers included? ®Yes ❑No
If yes:
(ii) Number
2
(iii) Length
80,
(iv) Width
6'
(v) Floating
MYes ❑No
f_ (i) Are BoatIft included? ❑Yes SNo
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check ail the types of services to be provided.
Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
ll Dockage ('beet slips") only, number of slips: 8
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
private vessels, mixed types
1. (i) Will the facility be open to the genera[ public?
❑Yes ®No
DEC 1 1 2023
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Perm. CIA, f -4 f dflruc-lures, Face 2 of 4?
2. DOCKING FACIUMMARINA OPERATIONS ❑ This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project
0 Office Toilets
❑ Toilets for patrons; Number. Location: NIA
❑ Showers
LL. Boatholding tank pumpout; Give type and location: N/A
b. Describe treatment type and disposal location for all sanitary wastewater.
NIA
c. Describe the disposal of solid waste, fish offal and trash.
NIA ,
d. How will overboard discharge of sewage from boats be controlled?
NIA
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
NIA
(!I) Give the location and number of "Pumpout Available" signs proposed.
NIA
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products_
N/A
g. Where will residue from vessel maintenance be disposed of?
NIA
h. Give the number of channel markers and "No Wake" signs proposed. NIA
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
NIA
j. What will be the marina policy on overnight and live -aboard dockage?
NIA
k. Describe design measures that promote boat basin flushing?
NIA
I. If this project is an expansion of an existing marina, what types of services are currently provided?
NIA
m. Is the marina/docking facility proposed within a primary or secondary nursery area? I
®Yes ❑No D E C
252-808-2808 -: 1-888-4RCOAST :: www.nccoastalmanac#earientmet revised-/2127/06

Farm 0CM fiP-4- (Structures, Page 3 of 4)
n. is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes NNo
e_ Is the marinaldocking facility proposed within or adjacent to coastal vswetlandsimarsh (CUB, submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WQ? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL []None
p. Is the proposed marinafdocking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leasehoider(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) W 0 This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublicfGovemment ❑PrivatelCommunity
(ii) Number
(iii) Length
(iv) Width
Dote: Roofed areas are calculated from dripline dimensions.
4. GROIN (e_g., wood, sheetpite, etc. If a rock groin, use MP-2, Excavation and Fill.) EDThis section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) El This section not applicable
a- Length b. ,overage distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliciGovemment ❑PrivatelCommuniity
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, ifpreserrL
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc_)
252-808-2808 n 1-888-4RCOAST :: ��rr�.nce®ast_aira�atna�erner:t.er�t
DEC I I ....
revised: 12127106

' it it "^'s (,S-zre»G'vC.€rLsj Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property I€nes b. Proximity of structure(s) to adjacent docking facilities.
15' min 150'+ to west, 30'-�- to east
!!Note: For buoy or mooring piling, use arc of swing inuluding length
of vessel.
c. VTidth of water body
-483'
e. (i) Will navigational aids be required as a result of the project?
)]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
2'-3' NLW
8. OTHER
©Th!$ section not applicable
a. Give complete description:
We are proposing to construct a 6' x 565'shared pier with a 16, x 16' gazebo to provide shield from the sun or rain. 480 cubic
yards of spoil will need to be removed. The pier, gazebo and dock will be used for residential recreational boating, fishing,
paddle boarding and kayaking for the (2) waterfront properties_ Standard marine construction practices will be used. An
8' x 16' sundeck is also proposed along with (2) 5` x 8' golf cart turnaround areas_ (2) 6' x 80' floating docks are proposed
that run parallel to Bradley Creek channel to provide docking for (6) vessels (4 for each waterfront property).
J R —3
Date
Protect Name
l
Applicant Name
Applicant Signature
C
252-806-2888 n 1-888-4PCOAS .. www4sscccastalm anargement.not revised., 12127106

ROY COOPER
Governor
ELIZABETH S. BISER
secretary
BRAXTON DAVIS
Director
Robert C G Exum Revocable Trust
c/o Carolina Marine Construction
6400-8 Carolina Beach Rd
Wilmington, NC 28412
Dear Mr. Conard,
NORTH CAROLINA
Environmental QuaUty
March 27, 2024
The Division of Coastal Management hereby acknowledges receipt of your application, as acting agent for Robert C G
Revocable Trust, for State approval for development of the subject properties located at 2504 Shandy Lane adjacent to the
Bradley Creek in New Hanover County. It was received as complete on March 21, 2024 and appears to be adequate for
processing at this time. The projected deadline for making a decision is June 4, 2024. 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 March 21, 2024, 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 Kathryn Thurston, City of Wilmington USACE Kim Harding, DMF
Holley Snider, DWR Christine Bouffard, LPO
North Carolina Department of Environmental Quality I Division of Coastal Management
�J1I}j Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

L
March 27, 2024
[e-mail]
2 Pages
Star News
Legal Advertisement Section
ROY COOPER
Governor
ELIZABETH S. BISER
Secrerart
TANCRED MILLER
Director, Division ofCoasral Management
Re: Major Public Notice for:
• Donald & Connie Warren, William & Margaret Rawls, Charles & Elizabeth Gabriel
• Robert C G Egum Revocable Trust
Hello: Please publish the attached Notice in the Sunday, March 31, 2024 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment
for newspaper advertising.
Please send the original affidavit and invoice for payment to Tanya Pietila at the NC Division of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226 (Customer No.
489895).
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
erely,
ya K 'etila
erinitting 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 development permits in Areas of Environmental
Concern as designated under the CAMA: On March 27, 2024, Donald & Connie Warren, William & Margaret
Rawls and Charles & Elizabeth Gabriel proposed to remove an existing davit, install a solar powered platform
lift & install three (3) new davit systems w/fixed access platform at an existing pier for a total of three (3) slips
at 6500 Carmel Trai116408 Providence Point Rrk/6418 Providence Point Rd., adjacent to Howe Creek in
Wilmington, New Hanover County; And on March 27, 2024, Robert Exum Jr. proposed to install an eight (8)
slip docking facility and conduct maintenance excavation at 2504 Shandy Lane, adjacent to Bradley Creek,
Wilmington, New Hanover County. Copies of these applications can be examined or copied at the office of
Kelsey Beachman (Gabriel, Warren & Rawls) or Bryan Hall (Exum) N.C. Dept. of Environmental Quality,
Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405, [phone] (Kelsey
Beachman) or [phone] (Bryan Hall) during normal business hours.
Comments mailed to Tancred Miller, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to April 21, 2024 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 & comment by the public and state and federal agencies. Notice of
the permit decision in these matters will be provided upon written request.

A§ENT AUTHORIZATION FOR CAMARERMIT APPLICATION
Name of Property Owner Requesting Permit: __ (j�Y{
Mailing Andress:
Phone Number: 9 to-
Email Address: ulm rrC�rrl .
I certify that I have authorized
Agent 1 Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: ayllka (g ` X 50! Jac Y
at my property located at � SQ
in .08,t� Rran jj1—V County.
1 furthermore certify that ! am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating inthrmation related to this
permit application.
Property Owner Information:
Signature
-0h.-e&..2 . ,....
Print or Type Name
Title
lC) i 9 1 z 7
Date
This certification is valid through / D l l 1 2— `� '
-DFr 11

115124,11:29 PKA
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70212720000331143189
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so that we can return the card to you.
• Attach this card to the back of the mallplece,
or on the front if space permits.
1. Article Addressed
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JAN 0 5 202q
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1 /5124, 1:21 PM
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CERTIFIED
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Domes
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h1fps=//tools_asps.comb'gofTrackConfrmAction?fRef=fu11page&tLc-2&text28777=&tLabeIs-70212720000331143165%2C WILMINGTON, NIG

1118124, 10.34 AM Tracking I UPS - United States
Proof of Delivery
Dear Customer,
This notice serves as proof of delivery for the shipment listed below.
Tracking Number
IZ3R775V4291357393
Weight
0.50 LBS
Service
UPS Ground
Shipped / Billed On
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Additional Information
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WILMINGTON, NC, US
Received By
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uP5
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Tracking results provided by UPS: 01 /18/202410.30 A.M. EST
about:biank
MAILBOX
ff EXPRES
Mailbox Express
609-a Piner Rd
Wilmington, NC 29409
[phone]
Fax [phone]
mailboxexpressmiggmail.com
�%% .maiIboxexpressmj.con
Shlpment ---------------------
UPS Ground - Commercial
Mip To
t
Gl3ui;hl�n
119 OLD CAMP RD
WILMINGTON, NC 28409-2060
Package ID: 160928 23.15
Tracking 4: 1Z3R775V4291357393
Expected arrival: Tue 01/09 11:59 PM
Deiiv.Cont'.r,A/signature [$7.40]
SUBTOTAL 23.15
TAX 0.00
TOTAL 23.15
"END Cash 24.00
CHANGE 0.85
Total shipTments: 1
Mailbox Express
#136258
Workstation: 0 -
RECEIVED
FEB 0 5 2024
DCM WILMINGTON, NC
1/1

Hail, B an L
From: Michael Conard <[e-mail]>
Sent: Tuesday, January 30, 2024 6:58 AM
To: Hall, Bryan L
Subject: [External] FW-. exum project
Attachments: EXUM Dock BB.pdf; Untitled attachment 00005.htm; Exum 1- 23.PDF; Untitled
attachment 00008.htm
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Good Morning,
This is email forwarded by Bill Branch to all slip owners adjoining Exum notifying them of the proposed project. I also
hand delivered the package to Mrs. Coughlin and spoke with her over the phone the same day so she has been notified
as well since Deb has yet to receive the green cards for either of the 2 packages sent to them at Old Camp (1 Post Office
& 1 Fed Ex). If you need anything else just let me know.
Thank you,
Michael
CIVIC, Inc.
From: William Branch [mailto:[e-mail]]
Sent: Tuesday, January 23, 2024 11:00 AM
To: corn <[e-mail]>; Lezel Branch <[e-mail]>; John Duffy
<[e-mail]>; Lynn Duffy <[e-mail]>; Brian Coughlan <[e-mail]>;
Katherine Cammack <[e-mail]>
Subject: Fwd: exum project
Mike asked me to forward this to y'all.
Bill Branch
910 520 5142
Begin forwarded message:
From: Michael Conard <[e-mail]>
Date: January 23, 2024 at 8:53:58 AM EST
To: [e-mail]
Subject: exum project _
Good Morning,
I have attached overhead drawings for Bert Exum's proposed dock along with a Notification / Waiver
form. As a courtesy, CAMA has asked us to notify all of the slip owners at the adjacent pier of the
project . As you can see from the drawings, you do not need to waive the 15' setback as no structure is
proposed within 15' of property line. If you have any questions or would like to discuss call me on my r� cell 910-470-6610. If not, please sign and return the notification. RECEIVED
Thank you, JAN 30 2024
DCM WILMINGTON

Michael Conard
CIVIC, Inc.
RECEIVED
JAN 3 0 2024
DCM WILMINGTON

CAROLINA MARINE CONSTRUCTION, INC
6400-8 Carolina Beach Rd. #212 Wilmington, NC 28412 910-793-4143
January 19, 2023
Spoil Deposit Agreement
Carolina Marine Construction, Inc. has permission from Shore Acres Company to deposit spoil
on our Shinn Point Spoil Island from the following projects fisted below. Carolina Marine
Construction, Inc. agrees to adhere to all CAMA rules and regulations and to leave the island in
good condition for further projects.
The approved projects with yardage to be deposited are as follows:
Friendly Lane 5k cubic yards
Masonboro Harbour 1k cubic yards
Captains Lane 600 cubic yards
Waterfronte Villas
Exum project
120 cubic yards
1200 cubic yards
Carolina Marine Construction, Inc agrees to pay Shore Acres Company $350 / cubic yard for
depositing spoil on island. Amount to be paid at the completion of each project.
IJ
Michael Conard Carolina Marine Co ruction, Inc. Bor en Lee Shore Acres Coen any
OCT 2 4
I)CM WILMINGTON. NC

[e-mail]
From: Bert Exum <[e-mail]>
Sent: Wednesday, November 29, 2023 2:19 PM
To: Mike Canard
Subject: Fwd: Survey datum
From: Jon Wayne <[e-mail]>
Date: November 29, 2023 at 1.35:34 PM EST
To: Bert Exum <[e-mail]>, Adam Grady <[e-mail]>
Subject: RE: Survey datum
Bert datums are below
Horizontal — NAD 83 (2011)
Vertical — Mean Low Water= 0
Date: 9/8/22
If he needs additional information let me know.
Thanks,
Jon L. Wayne PLS
Hanover Design Services, P.A.
1123 Floral Parkway
Wilmington, NC 28403
910 343-8002
From: Bert Exum <[e-mail]>
Sent: Wednesday, November 29, 2023 1:23 PM
To: Adam Grady <[e-mail]>; Jon Wayne <[e-mail]>
Subject: Survey datum
Adam
Mike Conrad that's running the pier permit needs the datum, date and time that y'all used to determine
the water depths.
It can be a separate report/sheet and doesn't need to go on the plans, but the agencies are asking for
it.
Bert Exurn
The Exum Company, LLC
910-540-9716
DEC 11 2023

Book 6592 Page 837
we09: iiM�a�iubum�
RECORDED;
20=311370
NCFEE $MOD
09-01-2022
NPM MNOVER COUNTY, NC.
S•ATEaFNc
01'33:00 PM
TAMMQYTHEUSCH PrVER
REAL ESTATE
MISAMANTRASPEA.KER riIMSTEROFn®s
DEPUry
EMSSMOD
NORTH CARODINA GENERAL WARRANW DEED
Excise Tax: S 5,800.00
Parcel Identifier No- R06300-001-045-000 Verified by County on the — day of 2a
A+ gim,oi- to: Mardison. T r & Gibson: P 1979 FaStwood Rd Suite 101 i� n NC 28403
This instimneai was prepared by e13. Da ' Ir P.0 - TDiQI TI TIiLE Ei Iv ATiQN
Brief dese ption for thelndex f ©T Lot3 of oftht: W ' HenDivian
MS DEED made this 2M day of Autlust 20 2222 by and between
GRANTOR
EEmbedi W. McMillen
(FlK/A F.tzabc1h D. VdrW
and husband, Ear1McMaiian
38 C aterne Sheet
Newport; RI 02840
Robert C.G. ExamRevorabie'lmq
ula dated Oebber21, 2021
Po Box 1967
Can, NC 28402
Fader in M)pmpdah, block for each Gtantar and Granter: aaame, mailing address, and, if appropriate,' character of entity, e.g.
corporation or partnership.
The desigastionGrantor and Grantee as used herein small isrjude said parties, theirhears,'mm mssars. and assigns, and sballinclude singular,
plural, mnq ffi e, feminine, or ncuw as requh-ed by context
WnNMSEI'H, that the Grantor, for a valuable cOXI ideratfonpaid by the Grantee, tiiereoeipt of vAfchis hereby admovhedg4 has andby
these presents doe`s grant, bargain, sell and convey unto the Grantee in fee simple, all tliat certain lot, parcel of land or condomuniumunit
5i=red in the City o aII Township, New Hanover C{3tirlty,
North Carolina and mime particularly desmled as follows_
See Exbtiit"A".attached hereto and incorporated hemm-
'flee property heremabove desen-bed was acquired by Grantor by instrurumt recorded in Book 2315 page 958
.Ali or a portion of the property herein cbnveyed -- includes ar X does not include the primary resideIIm of a Grantor.
A map shomdug the above. desodbed property is recorded in Plat Book,- 37page 325
Page t of 2
NCfiarAssociation Fc=No. 3G1975.Revi5 C19",20OZ2019 T7�s,at�a�dia¢�xkacs�ni't
Printed byAgrmmmtwith theNCBar Associatiom-:1981 Nma(;arpA =IkwAas�—NClkwFnmNo-3
tq7
Mmbbaih Tayia iB

Book 6592 Page 838
TO HAVE AND TO HOLD the aforesaid lotor parcel of Lind end allprivileges and appurtenattces thereto belonging to the Grantee in fee
simple,
And the Grn rotor covenants witli the Grantee, that Grantor is seized of the premises in fee sutrpie, has lb:e right to convey The same in fee
simple, that title is Markemble and fret: and clear of a err umbrances, and that Grantor will warrant and deft:d the title against the lawful
claims of all per sons whorasoever, other than the following exceptions. -
ad valorem laxas for mmentand mhsequentyews; applicable zoningand laud use ordinances statutes and regulations; and applicable restrictive
covenants and easemmatsofrecord.
IN WITNESS WhTEREOF, the Oratttor has duly executed the foregoing as of a day first above vritt n
By -
(SEAL)
SEAS.
(Entity Name) : EWbLIhWMcMIRqn
SBAL
Printrl�7e Naas 8s Title: Prftd Type 1 P �i5r1IWIG tPn
El'' " SE
Print/Type Name c& Title: Print/Type Name:
ninTf�Te -\Tame a
.., , MAr.)
i'rintlTypeNarn
State of ode sand - County or City of wewAmiL7
l:, theuudersigaeci-Notary Public of the County or City of ew 7 and State aforesaid, certify that
ElirabebW._WYMenand husband, Ea4WMiR= Yappeamdbefosemedisday mdackenwle pdtitetlue
et[eeadoziofthe foregoing insa meat for the, pwpttses ,, � ess.my i and and Notarial scamp or sea] tuns � day of
My Commission l wxpbes: i _ .fGk 2 r
ZQZ� : 4
(Affix Seal)
j6UBt 6^:" �"ry's PrrnLed or T3pec3 Natrae
Stare of . Rhods Ngad - County or City
1, the undersigned Notary Pub& of the Coumy or Ci and State aforesaid. cerd y t%t
persomUyappearedbcfaretr 4usdayandadmowiedged&-,due
exertttioa of the foregoing insMunew for the proposes Om-ein expressed, Witness my hand and Notarial stamp or sed this day of
.
My Commission Expires:
(Affsx Seal)
Notary Public
Notate s Printed or Typed Name
State of - County or City of
$ the undersigned Notary Public of The County or City of and State afortmA certify that
personally came before me this day and aclorawiedged that
is the of . a North Carolina or
comporation4buired liability c m4my/gener2l partcersiupflirjted pama sWp (smike through the
inappr=ble), and Aral by authority dulygiven and m the act of such entity, he signed the foregoing infitnrvrtpnr in its name on its
behalf as its act and deed- Witness my hand and Notarial stamp or seas, this day of 20 .
My Commission Expires:
(AfSx Seal)
NCtiarAssttciatioa.F—I,fm 3 o m6. itev=do Lrn.2wz 2o73 Page 2 oil
FntrdbyAymmn twRhTheWr-BarASSCK On- i991
Notary Public
Notary's l'rfitted or Typed Name
'i S staudard foam tars tem apRmved h3:
Nartb 4MuOVMn B2r AffiDLYati*n -WC Bar t=o= No. 3
DEC 112023

Book 6592 Page 839
BE3NG ALL of Lot 3, containing 1.87 acres, more or less, as shown on that certain map of -
Wright Heirs Division- dated December 5, 1997, prepared by Robert H. Goslee & .Associates,
P.A. and recorded in Neap Book 37, Page 325 in the Office of the. Register of Deeds of New
Hanover- County, North. Carolina.
Together with all common law riparian rights for such lot in accordance with the Order
Confirming Report of Commissioners recorded in Book 2315, Page, 966, New Hanover County
Register of Deeds.
ECEp ELF!
353345
DEC 112023
.

Book 6582 Page 840
PATR New Hanover Count
Register of Deese
Register of Deeds
320 CHESTNUT ST SUM 102 e Vh'jvflNGTUN, NiORTH CAR CiLINA 280I
Telephone 910-79S-4530 • Fax 93U-798-77:.€
Stag of North Carolina., CoUnty Of NSW MWOVER
Piled For Registration: 09/01/2022 01:33:00 PM
Soak: RS 6592 Page: 837-840
4 PGS $5,826.00
Real Property $26.00
Excise Tax $5, 500. 00
Recorder: SAMANTHA SPFJMR
Document No: 2022031970
no NOT MOVE !
This certification sheet is a vital part a£ Y—r recprdad d===t. Please retain with original document and Submit
Wh4M re-racarding.
DEC 112023

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Major Permit Fee Schedule
Project Name:
County. li;�
Check No & Amount: �&M
LAVUk
* Gt �s
Development Type
Fee
DCM %
DWQ %
(14300160143510009316256253)
(2430016024351000952341)
1. Private, non-commercial development
that does not involve the filling or
excavation of any wetlands or
$250
100% ($250)
0% ($0)
open water areas:
11. 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 D below applies:
III(A). Private, non-commercial
development, if General Water Quality
$250
100% ($250)
0% ($0)
Certification No. 4175 can be applied:
III(B). Public or commercial development,
if General Water Quality Certification
$400
100% ($400)
0% ($0)
No. 4175 can be applied:
I �_
III(C) - If General Water Quality
Certification No 4175 could be applied,
but DCM staff determined that additional
review and written DWQ concurrence is
$400
60% ($240)
40 /0 160
° ($ )
needed because of concerns related to
water quality or aquatic 6ife:
III(D). If General Water Quality
Certification No. 4175 cannot be applied:
$400
60% ($240)
40% ($160)
IV. Development that involves the filling
and/or excavation of more than one acre
$475
60% ($285)
4001. ($190)
of wetlands and/or open water areas:

ROY COOPER
Governor
ELIZABETH S. BISER
Secretory
TANCRED MILLER
Director
March 27, 2024
MEMORANDUM:
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)
came ron.luck(a-)deg.nc.gov
SUBJECT: CAMA /D & F
Applicant: Robert C G Exum Revocable Trust c/o Robert Exum Jr.
Project Location: 2504 Shandy Lane, adj. to Bradley Creek in Wilmington, New Hanover County
Proposed Project: The applicant proposes to install an eight (8) slip docking facility and conduct
maintenance excavation.
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 April 21, 2024. 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
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.
DATE
North Carolina Department of Environmental Quality 1 Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 2840S
�una-� rnac�iNn
B.P. mnt of e-i.--h 910.796.7215