20211736 Ver 1_CAMA Application_20211130

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: City of Wilmington c/o Jeffrey Troutman
2. LOCATION OF PROJECT SITE: Between 5601 Marsh Bay Drive and 6424 Hawks Bill Drive on Hawks Bill
Drive, adjacent to the AIWW, in New Hanover County.
Latitude: 34'11'56.32" N Longitude: 77°49'38.80" W
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—11/2/21
Was Applicant Present —No
5. PROCESSING PROCEDURE: Application Received — 11/19/2020
401 WQC Pre -File Date — 10/6/2021 (No Longer Applicable)
Complete Date — 11/18/21
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington/New Hanover Co.
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PTA, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — N/A
Planned -- N/A
(F) Type of Structures: Existing — Public roadway, culvert
Planned — Install bulkhead along north and south side of roadway, with Coastal
Wetland and §404 impacts, and replace existing culvert with concrete box culvert
(G) Estimated Annual Rate of Erosion: NIA
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
16 SF (coastal)
1476 SF (coastal)
561 SF (§404)
B Non e etated Wetlands (Open water
(C) Other (highground)
1 431.25 SF
—600 SF (spoil)
(D) Total Area Disturbed: 3,084.25 sq. ft. (0.07 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
(G) Estimated Annual Rate of Erosion: NIA
Source - NIA
8. PROJECT SUMMARY: The applicant proposes to install a bulkhead on the north and south side of the project
area with Coastal Wetland and §404 impacts, replace the existing 36" culvert with a 4'x6' box culvert to stabilize
the public road, and repair the existing public road.

City of Wilmington, Page 2
9. PROJECT DESCRIPTION:
The project site is located in between 5601 Marsh Bay Drive and 6424 Hawks Bill Drive on Hawks Bill Drive in New
Hanover County. To locate the project site from the Wilmington Regional Office (WIRO), take Eastwood Road and
travel east towards Wrightsville Beach approximately 2.0 miles. Turn right onto Military Cut -Off Road and travel
south approximately 1.3 miles until you reach Greenville Loop Road. Turn left onto Greenville Loop Road and travel
approximately 0.7 miles south until you reach Turtle Hall Drive. Turn left onto Turtle Hall Drive and continue for 0.3
miles until you reach Hawks Bill Drive. Turn right onto Hawks Bill Drive for approximately 0.3 miles. The project
site is the roadway over the wetlands past 5601 Marsh Bay Drive before reaching 6424 Hawks Bill Drive.
The elevation of the public road at the project site is approximately 5-6' above Mean High Water (MHW). Existing
development includes a public paved roadway with wooden guardrails and a 36" reinforced concrete stormwater pipe
underneath the roadway. There is existing riprap underneath the roadway slab. Highground vegetation consists of lawn
grasses and shrubs. §404 and Coastal Wetlands surround the project site consisting primarily of Saltmeadow cordgrass
(Spartina patens), Black needle rush (Juncus roemarianus) Smooth cordgrass (Spartina alterniora) within the city of
Wilmington's roadway easement.
The Wilmington -New Hanover County Land Use Plan classifies the area as Conservation. The waters in this location
are classified as SA -HQ W by the Division of Water Quality. The area is designated as a Primary Nursery Area (PNA)
by the Division of Marine Fisheries and is CLOSED to the taking of shellfish.
10. PROPOSED PROJECT:
The applicant proposes to install a bulkhead on the north and south side of the project area with Coastal Wetland
and §404 impacts, replace the existing 36" culvert with a 4'x6' box culvert to stabilize the public road, and repair
the existing public road. An approximately 400' long by 2.5' wide vinyl bulkhead would be installed along the
north side of the Hawksbill Drive project site and an approximately 400' long by 2.5' wide bulkhead would be
installed along the south side within the city owned right of way and easement. According to the applicant, the
embankment failure along the roadway is compromising the safety of the public roadway. The bulkheads would
be placed an average of 2' waterward of MHW with a maximum distance of 4' below MHW on both the north
and south side of the roadway. The installation of the new bulkhead would result in the filling of an area of
Coastal Wetlands measuring approximately 590' long by 2.5' wide for a total of 1,476 sq. ft. The installation of
the new bulkhead would also result in the filling of an area of §404 Wetlands measuring approximately 224' long
by 2.5' wide for a total of 561 sq. ft. The applicant proposes to backfill the proposed bulkhead with 457 stone to
stabilize the public road (See Sheet 2.0 of 9).
The applicant also proposes to remove the existing 36" wide by 33' long round culvert underneath the roadway
and replace it with a 4' tall x 6' wide box culvert that is 25' long (See Sheet 2.0 of 9). The application narrative
states that this is listed as an alternate currently for planning purposes. The proposed box culvert would be placed
in the existing footprint at the existing elevation. Approximately 37 cubic yards of material would be excavated
below NHW, in an area measuring 33' long by 13.25' wide by 2.25' deep, for the installation of the gravel bed to
support the proposed culvert. The application states that 16SF of Coastal Wetlands would also be excavated for
the installation of the gravel bed and 80cy of highground would be excavated, in an area measuring 25' long by
17.25' wide by 6' deep, for the installation of the box culvert to improve flow under the roadway. The applicant
has not provided a spoil location, but the application states the contractor will be responsible to meet all
requirements for an approved, upland spoil disposal location. Most of the proposed culvert work would be
conducted from the existing roadway, but wood or steel mats are proposed for any work in wetlands areas to
minimize wetland impacts. The applicant proposes to replace the existing timber guardrail in the same footprint
over top of the paved road, as well as repair any cracks in the road as needed.
11. ANTICIPATED IMPACTS:
The proposed project would fill approximately 1,476 sq. ft. of Coastal Wetlands, fill approximately 561 sq. ft. of
§404 wetlands, excavate approximately 16 sq. ft. of Coastal Wetlands, and excavate 431.25 sq, ft, of highground.
The proposed bulkhead would be placed an average of 2' and a maximum of 4' waterward of MHW, which
would fill approximately 456 sq. ft. of Estuarine Waters. There is no new impervious proposed. Wooden or steel
mats are proposed for any work within wetland areas. Turbidity curtains are also proposed to be installed along
the perimeter of the project area prior to any construction activity.
Submitted by: Bryan Hall Date: 11/29/2021 Office: Wilmington

APPLICATION FOR MAJOR DEVELOPMENT PERMIT
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
HAWKS BILL DRIVE EMBANKMENT ROADWAY REPAIRS
CITY OF WILMINGTON
PROJECT NARRATIVE
Hawks Bill Drive is an existing roadway within the Turtle Hall Subdivision in New Hanover County. The
roadway is within the City of Wilmington (City) and thus maintained by the City. The roadway is located
within an existing easement/right-of-way within the subdivision
The existing embankment for the roadway is experiencing failure in multiply locations which is
compromising the safety of the roadway for the residents and guests (public) of the community. The
City plans to make the repairs/improvements described below.
The City plans to install a new vinyl cutoff wall (bulkhead) along each side of the roadway. The failing
embankment areas will be repaired, and the area filled between the existing embankment and the new
cutoff wall. This will protect the roadway from future failure and protect the traveling public in the area.
The City will repair the cracks in the existing roadway during the project.
The City may also remove the existing 36" reinforced concrete pipe under the roadway and replace it
with a 4' x 6' concrete box culvert. This will improve the flow under the roadway area. This is also listed
as an alternate now for planning purposes.
To protect the sensitive environment in the area turbidity curtains will be installed on the perimeter of
the project prior to the start of any construction activity. Wooden or steel mats will be used for the
construction equipment utilizing the marsh area along the southern side of the roadway.
The project is not adding any impervious surface and disturbing only approximately 19,700 sf (0.45
acres) of area therefore a Stormwater Management Plan is not required.
The project will impact approximately 1,492/- SF of impact to the Coastal Wetlands (CW) and
approximately 561+/- SF to the 404 wetlands by filling between the proposed sheet pile wall and
existing roadway embankment with clean #57 stone backfill.
The project 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.
RECEIVED
OCT o 8 2021
DCM WIL.MINGTON, NC

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
City of Wilmington
4ppliq nt 1: First Name
Applicant 2: First N
If additional applicants, please attach an additional page(s) with names 1
Mailing Address
PO Box 1810
ZIP Country Phone No.
2$402 USA 91 t
Street Address (if different from above)
Email
sterag.cheatham@ wiImingtonnc.gov
Project Name (if applicable)
Hawks Bill Drive Embankment Roadway Repairs
Last Narry�
Last Name
sted.
PO Box
City State
Wilmington NC
FAX No.
-341-5881 ext.
City
State ZIP
2. Agent/Contractor Information
Business Name
Criser Trautman Tanner Consulting Engineers
Agent/ Contractor 1: First Name MI Last Name
David E Criser
Agent/ Contractor 2: First Name MI Last Name
Jeffrey R Troutman
Mailing Address PO Box City State
3809 Peachtree Ave. Suite 102 Wilmington NC
ZIP Phone No.1
28403 Phone No. 2
910 - 397 - 2929 ext. oxi.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
[e-mail] and [e-mail] RECEIVED
<Form continues on back aU o 8 zoo,
DGM WILMINGTON, NC
- C'1vt?3li'ir

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
Near 6424 Hawks Bill Drive
Subdivision Name
City
State
Zip
Wilmington
NC
28409-
Phone No.
Lot No.(s) (if many, attach additional page with list)
- ext.
I I , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Intracoastal Waterway
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
LNNatural ❑Manmade ❑Unknown
Intracoastal Waterway
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
MYes ❑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.)
0
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
5-6 feet ❑NHW or ®fdWE (ML.W)
e.
Vegetation on tract
Marsh grass, grass, shrubs: spartina alterniflora, distichlis sop., juncus roemarianus, limonium spp., salicornia spp.
and spartina patens.
f.
Man-made features and uses now on tract
Road/Embankment
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Residential
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Roadway
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes E]No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ���
National Register listed or eligible property? �-{
���
<Form continues on next pages OCT 0 8 2021
DCM WILMINGTON, NG
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
®Yes ❑No
(ii) Are there coastal wetlands on the site?
EjYes ❑No
(14) If yes to either (i) or (ii) above, has a delineation been conducted?
®Yes ❑No
(Attach documentation, if available)
Wetlands & land use indicated on the plans
n. Describe existing wastewater treatment facilities.
NA
o. Describe existing drinking water supply source. NA
p. Describe existing storm water management or treatment systems.
Road drains to marsh, existing 36" culvert connects marsh under road
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Embankment repairs to causeway road to residential 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.
Wood or steel mats will be placed in the marsh area, sheet pile driving equipment, front end loader(s), dump trucks,
pickup trucks and miscellaneous equipment will be utilized. Turbidity curtain will be installed, mats placed, new
bulkhead walls installed and the roadway repaired. Turbidity curtain & temp. mats removed upon completion of project.
d. List all development activities you propose.
Repairs/improvements to stabilize the side slopes of the existing roadway embankment, which supports the concrete
slab of causeway by the installation of cantilevered vinyl sheet pile walls along each side of the causeway and
backfilled with clean stone backfill, which will impact approx. 1,492+/- SF of coastal wetlands (CW) and approx. 561
SF of 404 wetlands.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work towards maintenance of an existing road
f. What is the approximate total disturbed land area resulting from the proposed project? 19,700 ©Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway w other area ®Yes ❑No ❑NA
that the public has established use of? Maintenance with roadway/Causeway area
h. Describe location and type of existing and proposed discharges to waters of the state.
N/A
i. Will wastewater or stormwater be discharged into a wetland? INYes ❑No ❑NA
The road drains to the marsh - same as existing.
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ®No ❑
j. Is there any mitigation proposed? ❑Yes ❑x No ❑NA
If yes, attach a mitigation proposal. Note that a tem orar turbidit barrier curtain (Type II) will be d
construction activity.
uk. i V U LUL I
<Form continues on backer DCM WILMINGTON NC

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) -- (f) are always applicable to any ma/or 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 Phone No.
Address See attached list
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permil numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable. N/A
L Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) N/A
rk.Atatement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-t0), if necessary. If the project involves expenditure
ublic funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
T 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.
further certify that the information provided in this application is truthful to the best of my knowledge.
Date Print Name -City Manag City of Wilmington
Signature
Please indicate application attachments pertaining to your proposed project.
[NDCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts RECEIVED
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
OCT o 8 2021
DGM WILMINGTON, NC

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be suretocomplete 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.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
Width
Avg, Existing
NA
NA
NA
Depth
Final Project
NA
NA
NA
Depth
1. EXCAVATION ElThis 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.
(i) Does the area to be excavated include coastal wetlandslmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL p This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area? d. (i) Wli a disposal area be available for future maintenance?
[--]Yes []No DNA ❑Yes ❑No ❑NA
(i) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlandslmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? if any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL []None
(ii) Describe the purpose of disposat in these areas:
f. (i} Does the disposal include any area in the water?
❑Yes ❑Nc ❑NA
(ii) if yes, how much water area is affected?
RECEIVED
OCT 0 S 2021
DCM WILMINGTON, NC
0S-V3;)V .--14%?0— ;P,r,,-3r:s

FOYhi 0CM IVIPF2 (Esccavatfon and Fill, ;gage 2 oa 2)
3. SHORELINE STABILIZATION ❑ This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 810 LF
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL:
2 FT
e. Type of stabilization material:
vinyl sheet pile, backfilled with #57 stone
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill456 SF Riprap
Breakwater/Sill Other
I. Source of fill material.
offsite, approved mine facility
Width: 2.5 LF
d. Maximum distancewalerward of NHW or NWL:
APPROX. 4 FT
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.
#57 stone (backfill)
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? LJYes ❑No LJNA b.
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
(i) Will fill material be placed in coastal wetlanoslmarsn (cw),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? if any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erasion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Vinyl sheet pile wall will be installed first, then fill Sheet pile driving equipment (crane), front end loader and
material can be placed from the roadway area.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ❑x No ©NA
(ii) If yes, explain what type and how they will be implemented.
�a
Date
Project Name
Hawks Bill Drive Embankment Roadway Repairs
dump truck
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑x Yes ❑No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Turidity curtains (Type II) will be installed priorto
any disturbance. Wooden or steel mats will be used
for equipment to cross marsh area, laid over top of
Applicant Namo, RECEIVED
y of Wilmington
plicant Signature
DCM NfILMINGTON, NC

Form ACM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-9. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
9. BRIDGES ®This section not applicable
a. Is the proposed bridge:
b.
Water body to be crossed by bridge:
❑Commercial ❑PubliclGovernment ❑PrivatelCommunity
c. Type of bridge (construction material):
d.
Water depth at the proposed crossing at NLW or NWL:
e. (i) Will proposed bridge replace an existing bridge? ❑Yes ❑No
f.
(i) Will proposed bridge replace an existing culvert? ❑Yes ❑No
If yes,
If yes,
(ii) Length of existing bridge:
(ii) Length of existing culvert:
(iii) Width of existing bridge:
(iii) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge:
(iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed?
NWL:
(Explain)
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9. Length of proposed bridge:
h.
Width of proposed bridge:
I. Will the proposed bridge affect existing water flow? ❑Yes ❑No
j.
Will the proposed bridge affect navigation by reducing or
If yes, explain:
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
k. Navigation clearance underneath proposed bridge:
I.
Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ❑No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable
n.
Height of proposed bridge above wetlands:
waters? [--]Yes [--]No
If yes, explain:
2. CULVERTS El This section not applicable
a. Number of culverts proposed: 1 b. Water body in which the culvert is to be placed:
Wetlands connected to the Intracoastal Waterway
gECEIVED
S 10?1
252.808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net revised:10126106
DGM WILMINGTON, NC

Form ACM MP-5 (Bridges and Culverts, Page 2 of 4)
e. Form continues on backs
c. Type of culvert (construction material):
Concrete
d. (i) Will proposed culvert replace an existing bridge?
❑Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert 25 ft
h. Height of the top of the proposed culvert above the NHW or NWL
3.33 ft above MLW
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ©No
If yes, explain:
Not navigable now or after eroiect
e. (1) Will proposed culvert replace an existing culvert?
Yes ❑No
If yes,
(ii) Length of existing culvert(s): 33 ft
(iii) Width of existing culvert(s): 3 ft diameter
(iv) Height of the top of the existing culvert above the NHW or
NWL: 2.61ftabove MLW
(v) Will all, or part of, the existing culvert be removed?
(Explain)
All of the existing culvert will be removed
g. Width of proposed culvert: 6 ft
i. Depth of culvert to be buried below existing bottom contour.
"0" - The invert of the new culvert will be placed at the existing
elevations.
k. Will the proposed culvert affect existing water flow?
DYes ❑No
If yes, explain:
Proposed culvert will increase the volume of water
allowed through the embankment.
3. EXCAVATION and FILL [I This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 33 ft
(iii) Avg. width of area to be excavated: 13.25 ft
(iv) Avg. depth of area to be excavated: 2.25 ft
(v) Amount of material to be excavated in cubic yards: 37
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? [S]Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 25 ft
(iii) Avg. width of area to be excavated: 17.25 ft
(iv) Avg. depth of area to be excavated: 5 ft
(v) Amount of material to be excavated in cubic yards: 80
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (S13), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
OCW 16 ❑SAV ❑SB
❑WL 0 ❑None
(ii) Describe the purpose of the excavation in these areas:
Excavation for the installation of the gravel bed to
support the new prefab concrete box culvert.
RECEIVED
NOV 18 20?.I
252-808.2808 :. 1-888-4RCOA5T :: www.nccoastaimana ement.net t. ' ievised: 1412'6f06

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Contractor responsible to meet all local and state disposal requirements for disposal
of material at an approved, permitted, upland location.
(ii) Dimensions of the spoil disposal area: NIA
(iii) Do you claim title to the disposal area? ❑Yes ONo (If no, attach a lettergranting permission from the owner.) NIA
(iv) Will the disposal area be available for future maintenance? ❑Yes ❑No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL ❑SB RNone
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW of NWL? ? ❑Yes MNo
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes MNo
If yes,
(ii) Avg, length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlandslmarsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
❑WL ONone
(ii) Describe the purpose of the excavation in these areas:
g, (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? []Yes MNo detour structures? ❑Yes ONo
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification. _
(w F.IV E
< Form continues on back
NOV
JCM WII_MINGTON, NG
252.808-2808 :: 1.888•4111GOAST :: www.iiccoastalmana ement.net revised: 10126106

Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
c. Will the proposed project require any work channels?
[-]Yes ONo
lfyes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Crane, frontend loader, dump trucks
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ®No
if yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
Date ZA
Project Na4,
Hawks Bill Drive Embankment Roadway Repairs
Applicant Name
City of Wilmington
Applicant Signet
d. How will excavated or fill material be kept on site and erosion
controlled?
Any excavated material will be placed in dumptrucks and
hauled offsite. All stone fill will be placed after turbidity barriers
and sheet piles have been installed.
f. Will wetlands be crossed in transporting equipment to project site?
❑x Yes []No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Wooden or steel mats will he utilized to minimize —
the construction impact. Most work on the culvert
Will e from the existing roadway.
RECENF-D
NOV 18 2-11% 1
OCIV, WILMINGTON NC;
252-808-2808 :: 1.888-4RCOAST www.nccoastalmanagement.net revised- 10/26/06

DWR Pre -Filing Meeting Request Form
Contact Name*
Contact Email Address*
Project Owner*
Project Name*
Project County*
Owner Address: *
Is this a transportation project?*
Type(s) of approval sought from the DWR:
Jeffrey Troutman
[e-mail]
City of Wilmington
Hawks Bill Drive Embankment Roadway Repairs
New Hanover
Street Address
PO Box 1810
Address Line 2
City
Wilmington
Postal ! Zip Code
28402
Yes No
State 1 Province 1 Region
NC
Country
United States
s0 '�
NORTH CAHOLINA
Fn,1 o menrafQuariry
401 Water Quality Certification - Regular 401 Water Quality Certification - Express
Individual Permit Modification
Shoreline Stabilization
Does this project have an existing project ID#?
Yes No
Do you know the name of the staff member you would like to request a meeting with?
Bryan Hall
RECEIVED
OCT 0 8 2u7'
DOW WILMINGTON, NC.

Please give a brief project description below and include location Information.'
Hawks Bill Drive is an existing roadway within the Turtle Hall Subdivision in New Hanover County. The roadway is within the
City of Wilmington (City) and thus maintained by the City. The roadway is located within an existing ease mentlright-of-way
within the subdivision
The existing embankment for the roadway is experiencing failure in multiply locations which is compromising the safety of
the roadway for the residents and guests (public) of the community. The City plans to make the repairs/improvements
described below.
The City plans to install a new vinyl cutoff wall (bulkhead) along each side of the roadway. The failing embankment areas
will be repaired, and the area filled between the existing embankment and the new cutoff wall. This will protect the roadway
from future failure and protect the traveling public in the area. The City will repair the cracks in the existing roadway during
the project.
The City may also remove the existing 36" reinforced concrete pipe under the roadway and replace it with a 4' x 6' concrete
box culvert. This will improve the flow under the roadway area. This is also listed as an alternate now for planning
purposes.
To protect the sensitive environment in the area turbidity curtains will be installed on the perimeter of the project prior to the
start of any construction activity. Wooden or steel mats will be used for the construction equipment utilizing the marsh area
along the southern side of the roadway.
The project is not adding any impervious surface and disturbing only approximately 19,700 sf (0.45 acres) of area therefore
a Stormwater Management Plan is not required.
The project will impact approximately 1,4921- SF of impact to the Coastal Wetlands (CW) and approximately 561+1- SF to
the 404 wetlands by filling between the proposed sheet pile wall and existing roadway embankment with clean 457 stone
backfill.
The project 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.
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401
Certification Rule.
I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting
location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you
can submit an application.
Signature* � �G�����RECEIVED'I.��rf.I,� ll�;'RR;
OCT 0 8 LN21
Submittal Date 10/6/2021
UCM WILMINGTON, NC

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
Jeffrey Troutman
3809 Peachtree Ave. Suite 102
Wilmington, NC 28403
Dear Mr. Troutman,
NORTH CAROLINA
Environmental Quality
November 29, 2021
The Division of Coastal Management hereby acknowledges receipt of your application, as acting agent for the City of
Wilmington, for State approval for development of the subject property located at between 5601 Marsh Bay Drive and
6424 Hawks Bill Drive, adjacent to the AIWW in New Hanover County. It was received as complete on November 18,
2021 and appears to be adequate for processing at this time. The projected deadline for making a decision is February 1,
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 November 18, 2021, 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
Anthony Caudle, Applicant
USACE Kim Harding, DMF
Christine Bouffard, LPO
Kathryn Thurston, City of Wilmington
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
November 30, 2021
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice for:
• City of Wilmington
NORTH CAROLINA
Environmental Quality
Hello: Please publish the attached Notice in the Sunday, December 5, 2021 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
me at our Wilmington office.
cc: MHC Files
Cameron Luck — MHC
USACE
you should have any questions, please contact
;-Cerely,
i
TanvA 1k. Pietila
ng Support & Customer Assistance
D Q
�� North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 2ii405
nar�n-i cwva_iru
/� 910.796.7215

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 November 29, 2021, the City of
Wilmington proposed to install a bulkhead that will result in Coastal Wetland impacts, replace an
existing 36" culvert w/ a 4' x 6' box culvert & repair the existing public roadway between 5601
Marsh Bay Dr. & 6424 Hawks Bill Dr., adj. to the AIWW in Wilmington, New Hanover County.
Copies of these applications can be examined or copied at the office of Bryan Hall N.C. Dept. of
Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC
28405, [phone] 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 December 26, 2021 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.
D � North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
riCP Ca NA
�P� r�.amm wiry 910.796.7215

Electi-oWcally Ti-ansmitted
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-00608 County: New Hanover U.S.G.S, Quad: NC- Wrightsville Beach
NOTIFICATION OF JURISDICTIONAL DETERMINA N
Requestor: City of Wilmington
DECEIVED
Sterling Cheatham
Address: P.O. Box 1810 AUG � 0 m.,1
Wilmington, NC 28402
E-mail: Sterline.Cheathamnawilminetonnc.gov 0CM Wit.MING-rON, NC
Size (acres) 0.56 Nearest Town Wilmington
Nearest Waterway ICW River Basin Onslow Bay
USGS HUC 03030001 Coordinates Latitude: 34.199043
Longitude:-77.827450
Location description: The project area is located alone the Hawksbill Causeway over an unnamed tributary of the Intracoastal
Waterway just south of Towles Road in Wilmington.
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 DATE. Therefore
this preliminary jurisdiction determination may be used in the pennit 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 Part 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 2/25/2021. We strongly

SAW-2021-00608
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑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
detennination 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
permit 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 Morehead City, 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 S 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Brad Shaver at 910-251-4611 or
brad.c.shaver(-ia,usace.army.mil.
C. Basis For Determination: Basis For Determination: See the approved jurisdictional determination
form dated 3/23/2021.
D. Remarks: None.
E. Attention USDA Program Participants
This del ineationldetermination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request, The delineation/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 (This 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 Anny 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 meets 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 05/21/2021.
**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;
1[ Digitally signed by Brad Shaver
f�j^•� Date: 2021.03.23 11:58:06-04'00'
Date of JD: 3/23/2021 Expiration Date of JD: 03/21/2026
RECEIVED
AUG `? 0 M21
PQM WILMINGTON, NO

SAW-2021-00608
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapti.iisace.ari-ny.mil/cm_apex/Pp=l 36*0
Copy furnished(electronic):
LMG attn: Elizabeth Freedland
LMG attn: Corey Novak
City of Wihnin ton attn: Anthon Geathers
RECEIVED
AUG :.90 �P�
J)CM WILMINGTON, NO

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Cite of Wilmington, Sterling Cheathain File Number: SAW-2021-00608 Date: 3/23/2021
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter of pennission)
A
[]
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
❑
PERMIT DENIAL
C
®
APPROVED JURISDICTIONAL DETERMINATION
1)
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or littp://www.usace.ai-my.mi]/Missions/CivilWorks/ReeulatoryPro�ra»aandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Penmit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Pennission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the pernit in its entirety, and waive all
rights to appeal the pennit, including its tenns and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the pennit (Standard or LOP) because of certain ternis and conditions therein, you may request
that the pennit be modified accordingly. You must complete Section II of this form and return the fora to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the pennit in the fixture. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the pennit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the pen -nit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered pennit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Pennission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the pennit in its entirety, and waive all
rights to appeal the pennit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
You may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the forn to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of thr
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section Il of this form and sending the form to the istrict gir}
���form
must be received by the division engineer within 60 days of the date of this notice. CCLL..0 V
AUG 9 0 2021
QGM WILMINGTON, NO

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has detennined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: Brad Shaver
CESAD-PDO
Wilmington Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room IOM15
69 Darlington Avenue
Atlanta, Georgia 30303-8801
Wilmington, North Carolina 28403
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation, and will have the opportunity to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Brad Shaver, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]
RECEIVED
AUG 10 2M
RCM WILMINGTON, NC

U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
I. ADMINISTRATIVE INFORMATION
Completion Date of Approved Jurisdictional Determination (AJD): 3/22/2021
ORM Number: SAW-2021-00608
Associated JDs: NIA
Review Area Location': State/Territory: INC City: Wilmington County/Parish/Borough: New Hanover
Center Coordinates of Review Area: Latitude 34.199043 Longitude-77.827450
II. FINDINGS
A. Summary: Check all that apply. At least one box from the following list MUST be selected. Complete the
corresponding sections/tables and summarize data sources.
The review area is comprised entirely of dry land (i.e., there are no waters or water features, including
wetlands, of any kind in the entire review area). Rationale: NIA or describe rationale.
71 There are "navigable waters of the United States" within Rivers and Harbors Act jurisdiction within the
review area (complete table in Section II.B).
Y There are "waters of the United States" within Clean Water Act jurisdiction within the review area
(complete appropriate tables in Section II.C).
There are waters or water features excluded from Clean Water Act jurisdiction within the review area
(complete table in Section II.D).
B. Rivers and Harbors Act of 1899 Section 10 1 10)2
10 Name
A 10 Siz
§ 10 Criteria
Rationale for § 10 Determination
NIA.
N!A.
N A
RHA Tidal water-
Coastal wetlands below the MHW line are Section
is subject to the
10, but consultant has not delineated this line.
ebb and flow of
the tide
C. Clean Water Act Section 404
Territorial Seas and Traditional Navigable Waters (i waters :3
a 1 Name
a 1 Size
a 1 Criteria
Rationale fora 1 Determination
NIA.
N/A. I NIA.
NIA.
NIA.
Tributaries a 2 waters):
a 2 Name
a 2 Size
a 2 Criteria
Rationale fora 2 Determination
TC1
--107
linear
(a)(2) Perennial
TC1 is a Tidal Creek. TC1 flows south into the
feet
tributary
Intracoastal Waterway.
contributes
RECEIVED
surface water
flow directly or
AUG
indirectly to an
(a)(1) water in a
QOJ�+I WILMIN t
GTON,
typical year.
NC
Maps)/figure(s) are attached to the AJD provided to the requester,
2 If the navigable water is not subject to the ebb and flow of the tide or included on the District's list of Rivers and Harbors Act Section 10 navigable
waters list, do NOT use this document to make the determination. The District must continue to follow the procedure outlined in 33 CFR part 329.14 to
make a Rivers and Harbors Act Section 10 navigability determination.
3 A stand-alone Ti determination is completed independently of a request for an AJD. A stand-alone Ti determination is conducted for a specific
segment of river or stream or other type of waterbody, such as a lake, where upstream or downstream limits or lake borders are established. A stand-
alone Ti determination should be completed following applicable guidance and should NOT be documented on the AJD Form.
Page 1 of 3 Form Version 10 June 2020_updated

U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
mc'.)
NAVIGABLE WATERS PROTECTION RULE
Lakes and ponds, and impoundments of jurisdictional waters ((a)(3) waters):
(a)(3) Name
(a)(3) Size
(a)(3) Criteria
Rationale fora 3 Determination
N/A.
NIA. I NIA.
NIA.
NIA.
Adjacent wetlands ((a)(4) waters):
(a)(4) Name
(a)(4) Size
(a)(4) Criteria
Rationale fora 4 Determination
W1
--0.001
acre(s)
(a)(4) Wetland
W1 is connected to CW1, CW1 is connected to the
abuts an (a)(1)-
Tidal Creek which flows to the south into the
(a)(3) water.
Intracoastal Waterway.
W2
-0.01
acre(s)
(a)(4) Wetland
W2 is connected to CW2, CW21 is connected to the
abuts an (a)(1)-
Tidal Creek which flows to the south into the
(a)(3) water.
Intracoastal Waterway.
W3
-0.02
acre(s)
(a)(4) Wetland
W3 is connected to CW1 and CW3, CW1 is
abuts an (a)(1)-
connected to the Tidal Creek which slows to the
(a)(3) water.
south into the Intracoastal Waterway.
W4
-0.03
acre(s)
(a)(4) Wetland
W4 is connected to CW2 and CW4, CW2 is
abuts an (a)(1)-
connected to the Tidal Creek which flows to the
(a)(3) water.
south into the Intracoastal Waterway.
W5
-0.006
acre(s)
(a)(4) Wetland
W5 is connected to CW3, CW3 is connected to the
abuts an (a)(1)-
Tidal Creek which flows south into the Intracoastal
(a)(3) water.
Waterway.
CW1
-0.08
acre(s)
(a)(4) Wetland
CW1 directly abuts the Tidal Creek, the Tidal Creek
abuts an (a)(1)-
flows south into the Intracoastal Waterway.
(a)(3) water.
CW2
-0.08
acre(s)
(a)(4) Wetland
CW2 directly abuts the Tidal Creek, the Tidal Creek
abuts an (a)(1)-
flows south into the Intracoastal Waterway.
(a)(3) water.
CW3
-0.01
acre(s)
(a)(4) Wetland
CW3 directly abuts W3, W3 directly abuts CW1.
abuts an (a)(1)-
CW1 abuts the Tidal Creek which flows south into
i water.
the Intracoastal Waterway.
CW4
--0.03
acre(s)
(a)(4) Wetland
CW4 directly abuts W4, W4 abuts CW2. CW2 abuts
abuts an (a)(1)-
the Tidal Creek, the Tidal Creek flows into the
a)(3) water.
Intracoastal Waterway.
D. Excluded Waters or Features
Excluded waters b)(1) - (b)(1 2:4
Exclusion Name
Exclusion Size
Exclusion$
Rationale for Exclusion Determination
NIA.
NIA. I NIA.
I NIA.
NIA.
III. SUPPORTING INFORMATION
A. Select/enter all resources that were used to aid in this determination and attach data/maps to this
document and/or references/citations in the administrative record, as appropriate. AUG 3 0 - 1
POM WILMIN, T-.. TTl, 74C
4 Some excluded waters, such as (b)(2) and (b)(4), may not be specifically identified on the AJD form unless a reyuestor specifically asks a Corps district
to do so. Corps districts may, in case -by -case instances, choose to identify some or all of these waters within the review area.
5 Because of the broad nature of the (b)(1) exclusion and in an effort to collect data on specific types of waters that would be covered by the (b)(1)
exclusion, four sub -categories of (b)(1) exclusions were administratively created for the purposes of the AJD Form. These four sub -categories are not
new exclusions, but are simply administrative distinctions and remain (b)(1) exclusions as defined by the NWPR.
Page 2 of 3 Form Version 10 June 2020_updated

U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
® NAVIGABLE WATERS PROTECTION RULE
X Information submitted by, or on behalf of, the applicant/consultant: USACE AJD Request Submitted
3/2/2021
This information is sufficient for purposes of this AJD.
Rationale: NIA or describe rationale for insufficiency (including partial insufficiency).
❑ Data sheets prepared by the Corps: Title(s) and/or date(s).
Photographs: Select. Title(s) and/or date(s).
❑ Corps site visit(s) conducted on: Date(s).
❑ Previous Jurisdictional Determinations (AJDs or PJDs): ORM Number(s) and date(s).
O Antecedent Precipitation Tool: provide detailed discussion in Section 111.B.
0 USDA NRCS Soil Survey: NRCS New Hanover County WebSoil GIS Data.
❑ USFWS NWI maps: Title(s) and/or date(s).
A USGS topographic maps: USGS New Hanover County Topographic Map.
Other data sources used to aid in this determination:
Data Source select
Name and/or date and other relevant information
USGS Sources
USGS New Hanover County Topographic Map.
USDA Sources
NRCS New Hanover County WebSoil GIS Data.
NOAA Sources
NIA.
USACE Sources
NIA.
State/Local/Tribal Sources
NC Emergency Management 2014 QL2 LiDAR.
Other Sources
2020 NC One Ma
B. Typical year assessment(s): According to Antecedent Precipitation vs Normal Range based on NOAA's
Daily Global Historical Climatology Network, wetter than normal conditions were present at the time of the
field work.
C. Additional comments to support AJD: NIA or provide additional discussion as appropriate.
t,
RECEIVE[)
PGM WILMING-ro .j. NC
Page 3 of 3 Form Version 10 June 2020_updated

N? 00991
a �
N.C. DIVISION OF COASTAL MANAGEMENT
NOTIFICATION OF COASTAL WETLAND DETERMINATION
Pursuant to NCGS 113-229(t7)(3), atld 15A RCAC 07H.0205(a) A B C�D�
Property Owner: C: L u tJ+ � ►V6(uv� � Mailing Address: _ ��`��� Jric \vI S, I ([ Site Address: _f:l ._►F �; Lt.._._.,.i �Yr--t'�z�r �,�� ,� �.'�1= �,n'� L C 2.81 U
Project Location: County __ IL, UAI 1-Looy-br- US/NC/SR #
River Basin Fair Adj. Water Body h] latidu :7nk1ctr.0M,1�1 .. iJA4({ A,A„r
Indicate Which of the Following Apply:
Coastal Wetlands have been identified on the above described property. The project (as currently
proposed) may impact these wetlands but no official delineation was performed. The Division of Coastal
Management suggests that you request a formal delineation by this Division to evaluate potential impacts to
Coastal Wetlands and project design alternatives.
_ Y Coastal Wetlands have been identified on the above described property. At your request, an official
Coastal Wetland delineation was performed by the Division of Coastal Management. The Division of Coastal
Management suggests that you have the delineation surveyed. The Division will verify the surveyed line, which
will then remain valid for a period not to exceed 12 months from the delineation.
Coastal Wetlands species identified on -site:
--X Spartina alterniflora
h' Distichlis spp.
Cladium jamaicense
Spartina cynosuroides
�Juncus roemorianus
J -_Limonium spp.
Typha spp.
Check any field indicators that apply to establish regular or occasional flooding:
X Salicornia spp.
_Scirpus spp.
X Spartina patens
Y tidal water observed on -site (do not check if during or following Tropical Storm/Hurricane)
X crabs/holes wrack lines a' staining tidal water connection
.____periwinkle )( elevation changes other (please describe)
DCM Official l I C r� ` , �� Title~,
Date _ �_� 1 1 o I
In the event you wish to appeal this jurisdictional call, you may request p d opinion by contacting my
supervisor, �L '`� ����u,_\. ._ _ (DCM District Manager) at_ l tS
Visit our website at www. nccoastaiti7anagetnent. cote A U r .3 0 2021
F)CM WILMINGTO,N, NC

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Natne of Property Owner Requesting Permit: City of Wilmington
Mailing Address:
Phone Number.
Email Address:
212 Operations Centcr [rive
Wilmiiwton. NC 28402
910-341-7899
sterling.chcatham(i,wilmingtonnc.go,%,
certify that I have authorized Criser Troutman Tanner Consulting l;11g111ccrs
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:
Roadway Rcpairs
I Iawks 13i11 Drive Embankmcnt
at my property located at Hawks Bill Drive Roadway IAscmen( Area
in New I-lanover County.
l furthermore certify that l am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Pern-fit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Prol)erty Owner Information:
Signature
Sterling Cheatham
Print or Type Name
City Manager - City of Wilmington
Title
Bpi �g 1 x�
Date felit`:I_IVI_
This certification is valid through 12 1 30 1 2021
DCM WILMINGTON. N,

ag8-272c0348-e152-i lea-93c7-00155d00e8O7.png (PNO lmege, 1056 ... https.ltgeohu6.wilmingronne.govlhaating/rest/dirworievmgisoutputlUti3...
Turtle Hail Subdivision Area
LEGEND
""�" Ciry maiatsi(Qed sweet, a16', paved
•••••� City maintained sued, >16`, unpaved
City maiotasmd 6treat, <16. paved or unpsvcd
$tame maintained Street
Public ROW - Not Yet Accepted
Private ROW
Public ROW —Unimproved
.+.■ Undetermined
From: wilmingtEmnc.maps.&mgiS.com
WILMINGTON STREET MAINTENANCE PLAN
1 Of I
8/1gao20, 8:57 AM

Form DCM MP-1
Item 6.f: Adjacent Waterfront (Riparian) Landowners
1. Turtle Hall Harbour Owners
1442 Military Cutoff Road
Wilmington, NC 28403
PID: R06313-001-017-000
2. Richard L. & Winona L. Martin
6424 Hawksbill Drive
Wilmington, NC 28409
PID: R06313-001-007-000
3. Wheel Estates Inc.
6301 Towles Road
Wilmington, NC 28409
PID: R06313-003-017-000
PID: R06313-003-012-000
PID: R06313-003-015-000
4. Hobson S. & Joy 0. Morgan
5601 Marsh Bay Drive
Wilmington, NC 28409
PID: R06313-001-006-000
RECEIVED
OCT 0 8 2021
DCM WILMINGTON, NC

E R I S E R
TRUUTMAN
TA N N E R
Certified Mail — Return Receipt Requested
October 19, 2020
Richard L. & Winona L. Martin
6424 Hawksbill Drive
Wilmington, INC 28409
RE: Application for Major Development Permit
North Carolina Division of Coastal Management
Hawks Bill Drive Embankment Roadway Repairs
Wilmington, NC
Dear Richard L. & Winona L. Martin:
The City of Wilmington is applying for a CAMA Major permit to install new bulkheads on each
side of the roadway, repair the roadway with a walkway area and possible replacement of
the existing drainage pipe, located on Hawks Bill Drive across the Marsh area near the
Intracoastal Waterway, in New Hanover County, North Carolina. The specifics of the
proposed work are in the enclosed application forms 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 you written comments to Tara
MacPherson, Wilmington Regional Office, 127 Cardinal Drive Extension, Wilmington, NC
28405-3845, within 30 days of your receipt of this notice. Such comments will be
considered by the Department 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 910-239-2509, or email me at
[e-mail].
Respectfully Submitted,
Criser Troutman Tanner
Consulting Engineers
David E. Criser, P.E.
Civil Engineer
DEC/dec/8238.00
RECEIVED
NOV 19 2O20
DCM WILMINGTON, NC
CRI5ER TROUTMAN TANNER CONSULTING ENGINEERS
W I L M I N G T G N N L - 11A L E I G H. N 1:
P.0 Box 3727 Wilmingtnn, NC 28406 I 3809 PenCMre Ave. Suite 102 Wilmington, NC 28403 r+910.397.2929 t 910.397.2971 cttengineering Com

November 6, 2020
Tara MacPherson
North Carolina Division of Coastal Management
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: City of Wilmington Application for CAMA Major Permit
Hawksbill Drive Embankment Roadway Repairs
Dear Ms. MacPherson,
RECEIVED
NOV o 9 2020
DCM WILMINGTON, NC
We are identified in the Application on Form DCM MP-1 Item 6.f as an Adjacent Waterfront (Riparian)
Landowner. Our mailing address is 6424 Hawksbill Drive, Wilmington, NC 28409. Our City of
Wilmington PID is R06313-001-007-000. We have owned this property since 1987 and have been full
time residents since April 1994.
We are fully in support of this Application to make necessary repairs to the embankment supporting the
roadway connecting our property to the mainland. This roadway is our only means of access to our
property and for receipt of public safety services. The City has deemed the roadway as unsafe for use
of public vehicles providing those public safety services. Most recently, the guardrails were severely
damaged in Hurricane Florence in September 2019.
Specifically, on Form DCM MP-1 Page 3 Item 5 c., we support the placement of mats in the marsh area
to support the construction equipment performing the repairs. We believe this will expedite the repair
process.
We do have one request. We request that the Timber Walkway identified as Add Alternative #1 be
located on the North side of the Roadway. At this location, it would adjoin Common Area owned by the
Turtle Hall Owners' Association. Public access to the Walkway would be next to open space and not
next to the two personal residences on the South side of the Roadway as submitted in the Application.
T you fogy ur considerati
U
Richard L. Martin Winona L. Martin

C R 15 E R
TROUTMAN
TANNER
Certified Mail - Return Receipt Requested
August 18, 2020
Wheel Estates Inc.
6301 Towles Road
Wilmington, NC 28409
RE: Application for Major Development Permit
North Carolina Division of Coastal Management
Hawks Bill Drive Embankment Roadway Repairs
Wilmington, NC
Dear Wheel Estates Inc.:
The City of Wilmington is applying for a CAMA Major permit to install new bulkheads on each
side of the roadway, repair the roadway with a walkway area and possible replacement of
the existing drainage pipe, located on Hawks Bill Drive across the Marsh area near the
Intracoastal Waterway, in New Hanover County, North Carolina. The specifics of the
proposed work are in the enclosed application forms 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 you written comments to Tara
MacPherson, Wilmington Regional Office, 127 Cardinal Drive Extension, Wilmington, NC
28405-3845, within 30 days of your receipt of this notice. Such comments will be
considered by the Department 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 910-239-2509, or email me at
[e-mail].
Respectfully Submitted,
Criser Troutman Tanner
Consulting Engineers
David E. Criser, P.E.
Civil Engineer
DEC/dec/8238.00
RECEIVED
NOV 19 ZKO
DCM Wit. MNIGT0N, NC
CRI5ER TROUTMAN TANNER CONSULTING ENGINEERS
W ILMINGTGN, NG RALEIGH, NC
P.O. [lox 3727 Wilmington, NC 28406 1 3809 Peechlree Ave. Suite 102 Wilmington, NC 28403 r 910 397 2929 1910.397.2971 atengineering,cnm

RECEIVED
Wheel Estates, Inc.
6301 Towles Road NOV 12 2020
Wilmington, NC 28409
November 9, 2020 DCM WIL.MINGTON, NC
Ms. Tara McPherson
Wilmington Regional Office
North Carolina Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Application for Major Development Permit
North Carolina Division of Coastal Management
Hawks Bill Drive Embankment Roadway Repairs
Wilmington, NC
Dear Ms. McPherson:
We received a package of documents regarding the above project from Criser Troutman Tanner
Consulting Engineers. We noticed that the structural notes on the plans for the project state "The
Hawks Bill Drive Causeway will have traffic detoured during the project."
Representatives of the City of Wilmington discussed a temporary easement with us for the above
detour during the construction project. The easement would have been across the property of
Wheel Estates, Inc., between Towles Road and Hawks Bill Drive, to allow vehicular traffic to
and from Hawks Bill Drive to cross our property and utilize Towles Road as part of the detour
during construction of the project.
Although we discussed the easement with representatives from the City of Wilmington, Wheel
Estates, Inc., has not signed an easement deed, or made any other agreement, temporary or
permanent, to allow vehicular traffic between Hawks Bill Road and Towles Road to cross the
property of Wheel Estates, Inc. Consequently, the City does not have a right to use the property
of Wheel Estates, Inc., as part of the detour for the project.
Very truly yours,
Wheel Estates, Inc.
By:
Brenda H. Towles, Secretary
Via certified mail, return receipt requested, and hand delivery

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Domestic
For delivery information, visit our website at www.usps.corrr19.
OFFT R
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Sent To
Nlh�_SS�s inc
$reel andApE Nv.; ar P ox o.
6301 Towles Road
City-S`tati,'2113+4+ -- : ---- g - --- -----------------------------------------
ton NC 28409
PS Form 3800, April 2015r.
■ Complete items 1, 2, and 3,
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Wheel Estates Inc
6301 Towles Road
Wilmington NC 28409
A.
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PS Form 3811. July 2015 PSN 7530-02-000-9053
Domestic Return Receipt I

October 21, 2020
Dr. Robert E. & Sheryl P
6415 Hawksbill Drive
Wilmington, NC 28409
0
Certified Mail — Return Receipt Requested
Lubanski
RE: Application for Major Development Permit
North Carolina Division of Coastal Management
Hawks Bill Drive Embankment Roadway Repairs
Wilmington, NC
Dear Dr. Robert E. & Sheryl P. Lubanski:
C R I S E R
TROUTMAN
TA N N E R
The City of Wilmington is applying for a CAMA Major permit to install new bulkheads on each
side of the roadway, repair the roadway with a walkway area and possible replacement of
the existing drainage pipe, located on Hawks Bill Drive across the Marsh area near the
Intracoastal Waterway, in New Hanover County, North Carolina. The specifics of the
proposed work are in the enclosed application forms 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 you written comments to Tara
MacPherson, Wilmington Regional Office, 127 Cardinal Drive Extension, Wilmington, NC
28405-3845, within 30 days of your receipt of this notice. Such comments will be
considered by the Department 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 910-239-2509, or email me at
[e-mail].
Respectfully Submitted,
Criser Troutman Tanner
Consulting Engineers
David E. Criser, P.E.
Civil Engineer
DEC/dec/8238.00
RECEIVED
NOV 19 20%0
DCM WILMINGTON, NC
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
WILMINGTON. NC SALE I H, NC
P.O. Box 3727 WihTninOton, NC 28406 1 3809 Peachtree Ave. SIIiTe 102 Mmington, NC 28403 n 910.3972929 r 910,397.2971 cttengineeriog.com

November 5, 2020
Tata MacPherson
North Carolina Division of Coastal Management
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: City of Wilmington Application for CAMA Major Permit
Hawksbill Drive Embankment Roadway Repairs
Dear Ms. MacPherson,
RECEIVED
NOV 0 9 2.020
DCM WILMINGTON, NC
We are identified in the Application on Form DCM MP-1 Item 5.f as an Adjacent Waterfront (Riparian)
Landowner. Our mailing address is G415 Hawksbill Drive, Wilmington, NC 28409. We have owned this
property since 1996 and have been full time residents since that time
We are fully in support of this Application to make necessary repairs to the embankment supporting the
roadway connecting our property to the mainland. This roadway is our only means of access to our
property and for receipt of public safety services. The City has deemed the roadway as unsafe for use
of public vehicles providing those public safety services. Most recently, the guardrails were severely
damaged in Hurricane Florence in September 2019.
Specifically, on Form DCM MP-1 Page 3 Item 5 c., we support the placement of mats in the marsh area
to support the construction equipment performing the repairs. We believe this will expedite the repair
process.
We do have one request. We request that the Timber Walkway identified as Add Alternative #1 be
located on the North side of the Roadway. At this location, it would adjoin Common Area owned by the
Turtle Hall Owners' Association. Public access to the Walkway would be next to open space and not
next to the two personal residences on the South side of the Roadway as submitted in the Application.
Thank
you for your consideration,
h, I
Robert E. Lubanski Jr.
fikRfJX4,,
Sheryl P Lubanski

U.S.
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NOV I 9. 2020
ILMINGTON, NCB
1111111111411111111111
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very Restricted Delivery ElSignature Confirmationim
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Robert & Sheryl Lubanski -----------------------------------
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USPS Tracking
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C R I s E R
TROUTMAN
T A N N E R
Certified Mail - Return Receipt Requested
October 19, 2020
Turtle Hall Harbour Homeowners
c/o Erin Payne
5600 Marsh Bay Drive
Wilmington NC 28409
RE: Application for Major Development Permit
North Carolina Division of Coastal Management
Hawks Bill Drive Embankment Roadway Repairs
Wilmington, NC
Dear Turtle Hall Harbour Homeowners:
The City of Wilmington is applying for a CAMA Major permit to install new bulkheads on each
side of the roadway, repair the roadway with a walkway area and possible replacement of
the existing drainage pipe, located on Hawks Bill Drive across the Marsh area near the
Intracoastal Waterway, in New Hanover County, North Carolina. The specifics of the
proposed work are in the enclosed application forms 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 you written comments to Tara
MacPherson, Wilmington Regional Office, 127 Cardinal Drive Extension, Wilmington, NC
28405-3845, within 30 days of your receipt of this notice. Such comments will be
considered by the Department 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 910-239-2509, or email me at
[e-mail].
Respectfully Submitted,
Criser Troutman Tanner
Consulting Engineers
David E. Criser, P.E.
Civil Engineer
DEC/dec/8238.00
RECEIVED
NOV 19 HKO
DGM WILMINGTON, NC
CRISER TROLITNIAN TANNER CONSULTING ENGINEERS
WILMINGTON, NC RALEIGH, NC
P.O. Box 3727 Wilmington, NC 29406 1 3809 Peachtree Ave. 5eite 102 Wilmington, NC 28403 p 910.397.2929 ! 910.397.2971 cttengineering,com

November 5, 2020
Tara MacPherson
North Carolina Division of Coastal Management
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: City of Wilmington Application for CAMA Major Permit
Hawksbill Drive Embankment Roadway Repairs
Ms MacPherson,
RECEIVED
NOV 0 6 2020
DCM WILMINGTON, NC
The Turlte Hall Harbour Homeowners would like to extend our full support to making the necessary
repairs to the roadway and guardrails that connect our properties. We are in favor of the use of mats in
the marsh to support the construction equipment performing the repairs. We hope this will expediate
the repairs as this bridge is the only access to the mainland for many of our residents.
Our one request is to move the Timber Walkway (Add Alternative #1) to the north side of the roadway.
On the south side of roadway there are private residences. The north side has common area owned by
our homeowner's association.
Our goal is to have CAMA's approval and the ability to have construction begin as soon as we can. We
feel that construction during the off season months would be safer for our residents and the workers.
Th u,
J
Emmet C. Stoval
Turtle Hall Harbour Homeowners Association

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1. Article Addressed to:
Turtle Hall Harbour Owners Association
c/o Erin Payne
5600 Marsh Bay Drive
-Wil(Qiington NC 78409
9590 9402 3256 7196 8745 03
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Turtle Hall Harbour Owners Association c/o Erin Paxne-
aijiav No., oiP Box Ill.
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560 MarsR Bay Drive
tare,-2P+4 yyitmingtonNC28409
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Turtle Hall Harbour Owners Association Afy
C/o Cindy Norris, CEPCO NOV
19 ?0z0
1628 Doctors Circle
Wilmington NC 2840.1 i)CM wit Hnt lr ,—
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C R I S E R
TROUTMAN
TA N N E R
Certified Mail - Return Receipt Requested
October 19, 2020
Hobson S. & Joy 0. Morgan
5601 Marsh Bay Drive
Wilmington, NC 28409
RE: Application for Major Development Permit
North Carolina Division of Coastal Management
Hawks Bill Drive Embankment Roadway Repairs
Wilmington, NC
Dear Hobson S. & Joy 0. Morgan:
The City of Wilmington is applying for a CAMA Major permit to install new bulkheads on each
side of the roadway, repair the roadway with a walkway area and possible replacement of
the existing drainage pipe, located on Hawks Bill Drive across the Marsh area near the
Intracoastal Waterway, in New Hanover County, North Carolina. The specifics of the
proposed work are in the enclosed application forms 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 you written comments to Tara
MacPherson, Wilmington Regional Office, 127 Cardinal Drive Extension, Wilmington, NC
28405-3845, within 30 days of your receipt of this notice. Such comments will be
considered by the Department 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 910-239-2509, or email me at
dcriser@ardu rra.com.
Respectfully Submitted,
Criser Troutman Tanner
Consulting Engineers
David E. Criser, P.E.
Civil Engineer RECEIVED
DEC/dec/8238.00 NOV 1, 9 2020
DCM WILMINCTON, NC
CRISER TROOTIVIAN TANNER CONSULTING ENGINEERS
W I L M I N G T O N. NC R A L E I G H. NE
PO Box 3727 Wilmington. NC 213406 1 3809 Peachtree Ave. Suite 102 Wilmington, NC 28403 r, 910.3S7.2929 i 910 397 2971 cttengineering.com

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Tracking Number: 70171450000156892396
Your dens was delivered 10 an individual it the adds",aw at
3:56 pm on October 23. 2020 in WILMINGTON. NC 28409.
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i4ti c?y RawksL)-K Q)(111VG
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OCT 0 8 '202.
CCM WILMINGTON, NO
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11111111111111111111111111111111111111111111111
9590 9402 6413 0303 6698 74
P. Artiola Ni¢nhar Prrnnefar / '"
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PS Form 381 1, July 2020 PSN 7530-02-000-9053
Domestic Return Receipt

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
November 30, 2021
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.lucka-NCDENR.gov
SUBJECT: CAMA /D & F
Applicant: City of Wilmington
Project Location: Between 5601 Marsh Bay Dr. and 6424 Hawks Bill Dr., adj. to the AIWW in
Wilmington, New Hanover County
Proposed Project: The applicant proposes to install a bulkhead on the north and south side of the
project area with Coastal Wetland and 404 impacts, replace the existing 36"
culvert with a 4' x 6' box culvert to stabilize the public road, and repair the
existing public road.
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 December 26, 2021. 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.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME _
AGENCY
SIGNATURE
DATE
E Q 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 -
.e ..e t of en.troome W mail /� 910.796.7215

Major Permit Fee Schedule
Project Name: (w-� 0 X W i ty
Coun : Check No & Amount:
1
�ra vjy's v3i I ` V—V vV & N -�— Chu tl q" � 4-'vv
DCM %
DWQ %
Development Type
Fee
(14300160143510009316256253)
(2430016024351000962341)
I. Private, non-commercial development
that does not involve the filling or
$250
100% ($250)
0% ($0)
excavation of any wetlands or
open water areas:
II. Public or commercial development that
does not involve the filling or excavation
$400
100% ($400)
0% ($0)
of any wetlands or open water areas:
III. For development that involves the
filling and/or excavation of up to 1 acre
of wetlands and/or open water areas,
determine if A,B, C, or D below applies:
III(A). Private, non-commercial
development, if General Water Quality
$250
100% ($250)
0% ($0)
Certification No. 4175 can be applied:
III(B). Public or commercial development,
if General Water Quality Certification
100% ($400)
0% ($0)
No. 4175 can be applied:
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
$4
60% ($240)
40% ($160)
review and written DWQ concurrent is
needed because of concerns related to
water quality or aquatic life:
III(D). If General Water Quality
$4Q0
60% ($240)
40% ($160)
Certification No. 4175 cannot be applied:
IV. Development that involves the filling
and/or excavation of more than one acre
$475
60% ($285)
40% ($190)
of wetlands and/or open water areas:

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