23-22 Bell Investment Group LLC

Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
,Permit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118
-2L Excavation and/or filling pursuant to NCGS 113-229
Permit Number
23-22
Issued to Bell Investment Group LLC., 408 T ron Dr. Goldsboro NC 27530
Authorizing development in Carteret County at ad'. to Peletier Creek and Bogue Sound at
4700 South Shore Dr., in Morehead City , as requested in the permittee's application dated 9/23/21 MP-
1 2 3 and 11/22/21 (MP-4), including attached work lan drawings (5), Ci-05 all dated 1/19/22.
This permit, issued on March 9, 2022 , is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Excavation
1) In order to protect juvenile shrimp and finfish populations, no excavation or filling shall be permitted
between April 1 and September 30 of any year without the prior approval of the Division of Coastal
Management, in consultation with appropriate resource agencies.
2) No excavation shall tape place outside of the area indicated on the workplan drawings.
3) Excavation shall follow a taper cut and shall not exceed -5 feet below the normal low water level. In
no case shall the depth of excavation exceed the depth of connecting waters.
4) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2025
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the Chair
of the Coastal Resources Commission.
r Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Bell Investment Group LLC.
ADDITIONAL CONDITIONS
Permit No. 23-22
Page 2 of 5
5) No excavated or fill material shall be placed at any time in any vegetated wetlands/marsh or surrounding
waters.
6) No excavation shall take place within 10 feet of any Coastal Wetlands or as depicted on the attached
workplans, whichever is greater.
7) All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters
and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of
petroleum products or any other hazardous waste, the permittee shall immediately report it to the National
Response Center at [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
Dredge Material Disposal
8) No dredge material shall be placed within 30 feet of the normal high-water line, except that which will be
used to backfill the area behind the permitted bulkhead.
9) All excavated materials shall be confined above normal high water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters. The barriers shall be maintained and functional until the site is graded and
stabilized.
10) Dredge material from the authorized dredge footprint shall be dewatered before use as backfill.
11) The dredge material disposal area shall be inspected and approved by a representative of the Division of
Coastal Management prior to the commencement of any dredging activities.
Maintenance Clause
12) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of
any maintenance excavation work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for dredge material disposal, and the estimated amount of material to be removed.
The location, design and holding capacity of the dredge material disposal site shall be approved
by a representative of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
Shoreline Stabilization - Bulkhead
13) The bulkhead alignment shall approximate the normal high-water level at the time of construction.
14) No vegetated wetlands or open water shall be excavated or filled, even temporarily.

Bell Investment Group LLC.
ADDITIONAL CONDITIONS
Permit No. 23-22
Page 3 of S
15) The alignment of the authorized bulkhead shall be staked by the permittee and verified by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the start of
construction. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse
weather conditions, shall require the alignment to be re -staked by permittee and verified by DCM within
a maximum of 30 days prior to the new expected start of construction.
16) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles, .
or other suitable materials approved by Division personnel.
17) The bulkhead shall be constructed prior to any backfilling activities.
18) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
19) The fill material shall be clean and free of any pollutants except in trace quantities.
20) Unless altered herein, all backfill material shall be obtained from a high ground source and confined
behind the permitted bulkhead.
Docking Facilities
21) This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, shall become a permanent part of these docking facilities without permit
modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust
waters without permit modification.
22) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facilities. Any sewage discharged at the docking facilities shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
23) Any portion of the permitted access piers and docking facilities built over wetlands shall not exceed six
feet in width and shall be elevated a minimum of three feet above the wetland substrate as measured
from the bottom of the decking.
24) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
25) This permit authorizes a maximum of 11 formalized boat slips located as shown on the drawing labeled
C-2. The docking of vessels at any location not shown on the permitted drawings shall be considered a
violation of this permit.

Bell Investment Group LLC.
ADDITIONAL CONDITIONS
Permit No. 23-22
Page 4 of 5
26) The authorized covered platforms shall not be enclosed. Any material used on the sides shall not
obstruct view and shall be permeable to air and water. Screen or wire on the sides along with benches
are permitted. Lattice is specifically excluded from being used under this authorization.
27) The roof of the covered platforms shall not be designed for second story use.
28) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
29) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation and shall not exceed the dimensions shown on the attached permit drawings.
30) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
31) Should Lot 6 be sold prior to the initiation of construction of the docking facility assigned to Lot 5, the
permittee shall obtain a written agreement from the new owner(s) waiving the minimum setback, and
authorization to construct the portion of the docking facility assigned to Lot 5, within the property
owner's riparian setback, and submit it to the Division of Coastal Management prior to initiating
construction of the docking facility.
Upland Development
32) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the six (6) lot subdivision,
road, retaining wall, and other associated infrastructure, all as expressly and specifically set forth in the
attached permit application and workplan drawings.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan may be required for this project if upland
disturbance is greater than 1 acre. If required, the plan must be filed at least thirty (30) days
prior to the beginning of any land disturbing activity. Contact the Division of Energy, Mineral
and Land Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC
28405 for this determination.
33) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
34) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses or properties.
35) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.

Bell Investment Group LLC.
ADDITIONAL CONDITIONS
USACE Conditions
Permit. No. 23-22
Page 5 of 5
36) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at https://www.fws.gov/raleigh/pdfs/1\4anateeGuid6lines20l7,pdf
General
37) The permittee is advised that additional authorizations from the Town of Morehead City shall be
obtained, and a copy provided to the Division of Coastal Management prior to the initiation of any phase
of construction.
38) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
39) All construction debris associated with the removal or construction of the permitted development shall
be contained within the authorized project area and disposed of in an approved upland location.
40) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: The permittee is advised that if water utilities or new wells are required to service the authorized
development, plans and specifications for all new waterlines should be submitted and approved
by the Public Water Supply Section prior to the initiation of construction. Furthermore, water
supply wells must be approved by the county in which the subject property is located, and local
cross -connection requirements may be required. Public Water Supply can be contacted at (910)
796-7215.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers authorized the project by way of Programmatic General
Permit 198000291 (Action ID SAW-2021-02621).
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of Water Quality
Certification No. 004627 and assigned the project DWR Project No. 2020-1153 v2.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high-water level.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

To:
NC COASTAL MANAGEMENT
400 COMMERCE AVE
MOREHEAD CITY, NC 28557
WE ARE SENDING YOU:
7
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
HESTRON PLAZA TWO
1SI-A NC HWY 24
MOREHEAD CITY, NC 28557
P:[phone]
F:[phone]
Rif 0- -RM
k A, k A FICA
DATE 9/28/2021
JOB NO'. PM2940-001
ATTENTION Heather Styron
RE: PELTIER POINT SUBDIVISION
MAJOR CAMA APPLICATION PACKAGE
COPIES
DATE
NO.
DESCRIPTION
APPLICATIONS
PLANS
NARRATIVE
VICINITY MAP
AGENT AUTHORIZATION
PRE -FILING EMAIL
DEED
THESE ARE TRANSMITTED as checked below:
El For approval []Resubmit _copies for approval
El For your use E]Submit _copies for distribution RECEIVED
R As requested ZFor review and comment
El FOR BIDS DUE
El PRINTS RETURNED AFTER LOAN TO US SEP 28 20'('1
REMARKS DCM-M14D CITY
PLEASE CALL WITH ANY QUESTIONS. 252-499-2166
COPY TO
SIGNED GINGERY. TURNER, PE

nrrucUIox for
NalorOwelepneMPonnn
(last revised 12127/06)
9
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicantl Landowner Information
Business Name
Project Name (if applicable)
Bell Investment Group, Uc
Peltier Point
Applicant 1: First Name MI
Last Name
Thomas F.
Bell
Applicant 2: First Name MI
..... . ... .
Last Name
. ........ ....... .......
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
408 Tryon Drive
Goldsboro
NC
ZIP Country
Phone No.
FAX No.
27530 Wayne
ext.
Street Address (if different from above)
City
Skate
ZIP
Email
2. AgentlContractor Information
Business Name
The Cullipher Group, PA
Agentl Contractor 1: First Name
M11
Last Name
Ginger
Y.
Turner
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City State
151 A NC 24
Morehead City NC
ZIP
Phone No. 1
Phone No. 2
28557
252 - 499 - 2166
ext,
ext,
FAX No.
Contractor #
Street Address (if different from above)
City
State ZIP
Email
[e-mail]
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Form DCMI MP-1 (Page 2 of 4)
Major Development Permit
3. Project Location
County (can be multiple) Street Address
State Rd. #
Carteret 4700 South Shore Drive
Subdivision Name City State
Zip
Morehead City NC
28557-
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Peltier Creek/Bogue Sound
c, Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
ONatural ElManmade E]Unknown
Bogue Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes FINo
work falls within.
Town of Morehead City
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sclft)
1083 ft
2.51 ac
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
8428, 10845, 10049, 7943, 9070, 30199 (square feet)
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3,5'-4.0' ZNHW or RNWL
e.
Vegetation on tract
Cedar, live oak trees and
f.
Man-made features and uses now on tract
Existing home and accessory buildings recently removed, existing drive remains
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Existing single family residence adjacent to the west on Peltier and vacant single family west along Bogue Sound
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
PID
(Attach zoning compliance certificate, if applicable)
®Yes E]No EINA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? RYes NNo
k.
Hasa professional archaeological assessment been done for the tract? It yes, attach a copy. E]Yes ®No RNA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a OYes E]No EINA
National Register listed or eligible property?
% E " %� f',A 11 V '-
_ LJ
<Form continues on next page> SEP 2-8 ZOZI
DCM-MIAn
2 5 2 - 8 0 8 - 2 8 0 8 1 - 8 8 8 - 4 R C 0 A S w %m w. n c c oa s t a I in a n, a Fj e ni e n t. n e t

Form DCM VIP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? E]Yes ®No
(ii) Are there coastal wetlands on the site? RYes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? E]Yes E]No
(Attach documentation, it available)
n. Describe exisbrig wastewater treatment facilities.
Existing sewer system which served the existing single family residence
............. .
o. Describe existing drinking water supply source.
Existing municipal water service
p. Describe existing storm water management or treatment systems.
No existing stormwater management of treatment systems
. . .... . ........ . . .. . . . .... .. . ... ..
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? DCommercial [:]Public/Government
ElPrivatelCommunity
b.
Give a brief description of purpose, use, and daity operations of the project when complete.
Gated private single family subdivision with proposed 12 slip marina, 2 per lot owner
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.
Standard marine construction, barge, excavator, backhoe all stored onsite
d.
List all development activities you propose.
Installation of water, sewer and other necessary utilites, pervious road, single family house construction, dredging Peltier
Creek for installation of (6) 6' wide walkways each accessing two slips, a B'x 23finger and 12' x 16'covered gazebo. On
Rogue Sound (6) 5' wide martini piers accessing 10' x 16' platforms are proposed and extend just past the existing riprap
e.
Are the proposed activities maintenance of an existing project, new work, or both? new work
f.
What is the approximate total disturbed land area resulting from the proposed project? 2.5 [:]Sq.Ft or ®Acres
g,
WdI1 the proposed project encroach on any public easement, public accessway or other area ElYes ZNo EINA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state,
none proposed
i.
Will wastewater or stormwater be discharged into a wetland? E]Yes ZNo EINA
If yes, will this discharged water be of the same salinity as the receiving water? E]Yes E]No EINA
j.
Is there any mitigation proposed? E]Yes E]No NNA
If yes, attach a mitigation proposal.
HFCEIVF
_D
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2 5 2 - 2 . :

Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional Information
10'adoftl6ntothis completed application form, (MP-1) the following items below, If applicable, must be submitted in order for thoappliostion
package to be complete. Items (a) — (9 are always applicable to any major development application. Please consult the application
Instruction booklet on how to pnopedy 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 M600do' Lindsey Phone No.
Address 400 TprinetseeAve, Morehead City, NC 26557
. . ................. .
Name Joseph Logan Phone No,
Address 4801 South Shore Drive, Unit #G5, Morehead City, NC 28557
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.
LAMA General Permit #80668, 7/14/21
PW$ 21-00732. 9/8/21
h, Signed consultant or agent authorization form, if applicable.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice forprojectsin oceanfront and Inlet areas, (Must be signed by property owner)
k. public
8 statement compliance with Ih�N"C�Environmental anta' Policy Act �N C G I 3A I -�
t1f�nece necessary. If
0el involves expendit
uref pulicfundor a ofpubcIsndsachastte antdoCUMent n ancewith e North eolina EnvironmentalPolicy Act,
1. UefrITICarlOn 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 Date further certify that the information provided in this application is truthful to the best of my knowledge.
. ......... I., zl) 2-0 Print Name Ginger Y. Turner, PCpn sultant
Signature
Please indicate application attachments pertaining to your proposed project.
RDCM MP-2 Excavation and Fill Information EIDCM MP-5 Bridges and Culverts
ODCM MP-3 Upland Development
ZDCM MP-4 Structures Information RECEIVED
IN ON
2U 2, -0, 0 8-2,91014 1 -8 8 8 -4 H. C 0 A S T vvww . no c 4,) �- .115 t a I arg a n 4� 0 FrA a kwt'. n o t

Form ACM MP-2
111111111m, I 1111iIII
A
(Except for bridges and culverts)
Attach this form to Joint Application for GAMA 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.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization)
Length
252'
252'
Width
136'
Avg. Existing
NA
NA
Depth
Final Project
-4 to -5NLW
NA
NA
Depth
1. EXCA VA T1 ON ❑ This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Fine sediments and silt
1460 CY
G. (i) Does the area to be excavated include coastal wetlandsimarsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 0 CY
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
EIGW EISAV [:ISB
EIWL ENone
(ii) Describe the purpose of the excavation in these areas:
to provide adequate depths for proposed slips
2. DISPOSAL OF EXCA VA TED MA TERIA L [:1 This section not applicable
. I
a. Location of disposal area. b. Dimensions of disposal area.
on site (high ground)
G. (i) Do you claim title to disposal area?
®Yes E]No rINA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
nCW EISAV FJSB
OWL E]None
(ii) Describe the purpose of disposal in these areas:
use onsite if dredge material approved as fill material
2.5 acre upland site
d. (i) Will a disposal area be available for future maintenance?
E]Yes NNo EINA
(ii) If yes, where?
(i) Does the disposal include any area in the water?
E]Yes NNo FINA
(ii) If yes, how much water area is affected?
ESM
So 28 ZVI
25ZS08-2808 :: 1-888-411COAST :- www.riccoastah iafu 1 " q r12/26106
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or DCIVI MP--2 Pccavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION 0 This section not applicable
,of development Is a wood groin, use MP — Structures)
U. i yva ui tswivorm stabilization:.
SBulkhead E]Riprap []Breakwater/Sill []Other:.
c. Average distance waterward of NHW or NWL: 0 (field determine)
e. Type of stabilization material:
vinyl sheetpile
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Q Rlprap _
Breakwater/Sill - Other
L Source of fill material.
b. Length: JA§!
Width:
d. Maximum distance waterward of NHW or NWL:
f. (1) Has there been shoreline erosion during preceding 12
months?
DYes UNo [DNA
(!I) If yes, state amount of erosion and source of erosion amount
information,
h. Type of fill material.
4, OTHAFRFILL ACTIWTIES 0 This section not app I !!cable
,(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? MYes E]No [INA b. (I) Will fill material be placed In coastal wetlands/mamh MM
If yes,
(11) Amount of material to be placed in the water 0
(III) Dimensions of fill area 2,51 so tract
(iv) Purpose of fill
Raise site closer to flood elevation and provide separation
to SHWT for infiltrating permeable pavement
5. 0ENERAL
submerged aquatic vegetation (SAV), shell bottom (SB), o"r
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
CICW EISAV [JSB
OWL MNone
(0) Describe the purpose of the fill in these areas:
a. How will excavated or fill material be kept on site and erosion b� What type of construction equipment will be used (e.g., drag I line,
controlled? backhoe, or hydraulic dredge)?
Temporary dikes proposed prior to filling Backhoe, excavator, clumptruck
c. (I) Will navigational aids be required as a result of the project? d. (I) Will wetlands be crossed in transporting equipment to project
[]Yes J@No [INA site? []Yes [@No []NA
(il) If yes, explain what type and how they will be implemented, (ii) If yes, explain steps that will be taken to avoid or minimize
environmental Impacts,
09,213 1 2021, Ginger Y. Turner, PlE,- Consultant
Dite ,a Ap Icant Name
Peltier Point Subdivision
t Sig ature
Projer,t"N' a'me A plicant Sig ature
, 02.1
252-806-2806 a. 1-8884FtC0AST
l2i26100

Form ®CM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
GENERAL UPLAND 0 E VELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 6 lots
6 single family homes, 12 slip marina
c. Density (give the number of residential units and the units per
acre).
6 single family homes; 2.34 units/acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes EINo nNA
(ii) If yes, list the date submitted: 9.23.2021
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
approximately 18%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
19.36% (low density project with pre-88 impervious)
Describe proposed method of sewage disposal.
Existing munipal sewer manhole located at the end of
South Shore Drive proposed to be extened into the
subdivision.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
None proposed
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
2.51 acres
f. List the materials (such as mar], paver stone, asphalt, or concrete)
to be used for impervious surfaces.
pervious paver road, pervious concrete sidewalk
Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
NYes E1No EINA
(ii) If yes, list the date submitted: Express meeting 10.19.2021
k. Have the facilities described in Item (i) received state or local
approvaP
OYes RNo FINA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
ElYes ENo EINA
If yes, attach appropriate documentation, RECEIVE)
SEP 28 U21
DCM-MHD CITY
252-808-28082 . 1-888-4RCOAST :: www.11-ce.azteamfpt�jWrc_k�lrti7revi5ed: I 2/2,6106

F01111 DCM WIP-3 (Uphuld Developameat, Page 2 of 2)
M, Describe proposed drinking water Supply source (e.g., well,
community, public system, etc.)
Existing 2" municipal waterline located on north side of
South Shore Drive to be upgraded to 6" watermain
extending into subdivision
o. When was the lot(s) platted and recorded?
n/a
Date
Peltier Point Subdivision
Project Norne
GingerY. Turner, :PE, - Consultant
App1port Name
n, (1) Will water be impounded? []Yes JRNo ONA
(ii) If yes, how many acres?
P. If proposed development Is a subdivision, will additional utilities be
installed for this upland development?
®Yes E:]No EINA
SAP 28 20
1J('01M—MHD CITY
252-808-2808 as 1-888-4RCOAST plat,110,
—11-1.1-1 -A r-uvisod- 12/26105

Form DCM MP-4
L� Ll 9 ft1U-DWJ
(Construction within Public Trust Areas)
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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial E]Public/Government EPrivate/Community
El This section not applicable
b, (i) WHI the facility be open to the general public?
E]Yes NNo
G. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? E]Yes ®No
(ii) Number 6(Peltier)v 6(Bogue)
If yes:
(iii) Length —83'-90(Peltier ); 32'-48'(Bo-que)
(ii) Number
(iv) Width 6'(Peltier): 5'(Bqggp)
(iii) Length
(v) Floating E]Yes NNo
(iv) Width
(v) Floating E]Yes E]No
e. (i) Are Platforms included? Yes E]No
f. (i) Are Boatlifts included? ®Yes E]No
If yes:
If yes:
(ii) Number 12(Peltier ),• 6(Bqg1!p)
(ii) Number 6 (future
(iii) Length, 15'& 23'(Peltier); 16'(Bo-que)
(iii) Length 16,
(iv) Width .1.2'...& 8'(Peltier): 10'(Bogue)
(iv) Width 14.5'
(v) Floating E]Yes NNo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
12
El Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
existing dock to be removed
❑El Dockage, fuel, and marine supplies
0 Dockage ("wet slips") only, number of slips: 12
El Dry storage; number of boats:
0 Boat ramp(s); number of boat ramps:
El Other, Please describe:
i. Check the proposed type of siting:
[I Land cut and access channel
®Open water; dredging for basin and/or channel
ElOpen water; no dredging required
ElOther; please describe:
k. Typical boat length: 40-50
rn. (i) Will the facility have tie pilings?
®Yes E]No
(fl) If yes number of tie pilings?
19
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, salt boats, mixed types).
open runabout, sailboats, 12over boats, sport fishing
I. (i) Will the facility be open to the general public?
E]Yes RNo F'?F ("A V F D
SEP 28 Z021
DCM- MHL) CITY
252-808-2808 -: 1-tuft-411COAS'r WWW.-nc.co.a-s ta.l. rnaln a1lerne i st 1. 11 -elt revised. 12/27fO6

I'arna DCIVI UIP-4 (Structures, Pages 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS 0 This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
El Office Toilets
[I Toilets for patrons; Number: _; Location:
El Showers
El Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
NIA
c. Describe the disposal of solid waste, fish offal and trash.
Individual trash can per lot (dock owner)
............... . .....
d. How will overboard discharge of sewage from boats be controlled?
No sewer discharge allowed
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
None proposed
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No maintenance allowed
g. Where will residue from vessel maintenance be disposed of?
N/A
h, Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
No fuel onsite
j. What will be the marina policy on overnight and live -aboard dockage?
No live aboards allowed
k. Describe design measures that promote boat basin flushing?
Proposing dredging elevations promote positive drainage to channel
If this project is an expansion of an existing, marina, what types of services are currently provided?
N/A
-D
REGEM
m. Is the marina/docking facility proposed within a primary or secondary nursery area? sEp 28 2.021
E]Yes ®No
DCM-MM VVY
252-808-2808 :: 1-888-4RCOAS'1" i,evisod: -12/27106

Fortin DCM MP-(Structtires, Vli�ige 3 of 11)
Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[:]Yes HNo
0. Is the marinaldocking facility proposed within or adjacent to coastal wetlands/marsh(CW), submerged aquatic vegetation (SAV), shelf bottom
(SIB), or other wetlands (WQ? If any boxes are checked, provide the number of square feet affected.
[J CW _ EISAV nSB
E1WL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? E]Yes NNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a, (i) Is the boathouse structure(s):
ElCommercial E]Public/Government E]Private/Community
(H) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
. ........... . —
4. GROIN (e.g., wood, sheelpile, etc. If a rock groin, use MP-2, Excavation and Fill.) N This section not applicable
a. (i) Number
(ii) Length
(iii) Width
. . .... . ..... ......
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length _ b. Average distance from NHW, NWL, or wetlands
o. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS Z This section not applicable
a. Is the structure(s): b. Number
ElCommercial E]Public/Government E]Pfivate/Community
c. Distance to be placed beyond shorefine d. Description of buoy (color, inscription, size, anchor, etc,)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
T. GENERAL
SET 2 8 2021
Q(',W-MHQ ary,
252-808-2808, :- 1-888-411COAST :, wvvwjiccoastdn apaq 'r
Q- 1, ev !Djtjierevised: 12/27106

Form DCM MP-4 (StrUctUres, Pago 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
1.5 ft to the Northewest (Peltier);
10 ft to, the Southwest (Bogue)
Note: For buoy or mooring piling, use arc of swing inclucling, length
of vessel.
c. Width of water body
—40V
e. (I) Will navigational aids be required as a result of the project?
Was 0No DNA
(11) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
approx 75'
d. Water depth at waterward end of structure at NLW or NWL
varies -4 to -5.5 NLW
0, OTHER 1:❑1 1 This section not applical
a. Give complete description:
Upland development proposes six (6) single family lots and a private street accessing the residential lots and marina. Potable
water and sewer disposal provided by the Town of Morehead City. Upland disturbance is approximately 2.5 acres. Within
Peltier Creek the residential marina includes six docks, each with two boat slips (one with future lift), gazebo and platform.
Also along the shoreline of Bogue Sound, six martini piers with platforms and steps to the water are proposed for each of the
six lots, extending just past the existing riprap shoreline protection. The site proposes to dredge approximately 1,460 cubic
yards below normal high water within Peltier Creek. There are no wetlands on site. During the dredging operation the spoils
will be placed on site away from open water and sediment controlled by temporary berms and silt fencing. An additional
145LF of vinyl sheetpile retaining wall is proposed along the Inlet channel and tying into the proposed keystone wall along the
north side of the tract,
Applicant 419naNre
RECEIVED
1KY 28 202)
DOW-MM CITY
roviseti, U/27106

Developer: Bell Investment Group, LLC
Thomas F. Bell, Manager/Member
408 Tryon Drive
Goldsboro, NC 27530
[phone]
,�W - IT
0k
/?, '°,110.
iv 0400"0
Narrative
0. 7
4. 40 0
Peltier Point
a tn I A
Engineer:
Ginger Y. Turner, PE
151-A Hwy 24
Morehead City, NC 28557
[phone]
PA
a
Peltier Point is proposed as a 6-lot single family subdivision including the construction of a private drive. The address is
4700 South Shore Drive, Morehead City and within the Town's planning jurisdiction. The tract is 2.56-acres, and no wetlands
exist onsite. The land is owned by Bell Investment Group, LLC. The project has an adjacent riparian owner
The existing impervious area was surveyed by Glenn E. Corbett, PLS of The Cullipher Group, PA. The survey is entitled
Existing Conditions Survey dated 2021. The total existing Impervious calculated on the tract Is 8,876 square feet. County tax
records indicate that the existing house was built in 1950, predating NCDEQ Stormwater regulations. The site drains both north
and south into Peltier Creek and Bogue Sound, respectively. Given the proximity to SA waters a maximum impervious of 12% is
allowed to remain a low -density project. We have utilized the density calculation method outlined in ISA NCAC 02H .1003(1)(b).
This method allows an additional 12,298 square feet of Impervious, however maintaining the low -density permitting status.
Infiltrating permeable pavement for the 1-year 2,4-hour storm event Is proposed for the private road, sidewalk and
possibly each residential lot. Individual applications of permeable pavement for each lot will be the responsibility of the
developer and maintained by the Permittee/HOA. Based on the soils report prepared by Land Management Group, there are
portions of the permeable pavement where infiltrating permeable credit is not available. Those areas not receiving credit have
been accounted for in the total built upon area for the development. The natural soils on the property are similar to Pactolus,
Duckston, Hobucken, or Carteret soil series, moderate to poorly drained, seasonal highwater table at Elevation 2.3 with a Ksat of
0.85 inches/hour providing drawdown within 72 hours. The table below provides a summary of the existing/proposed
impervious areas and amount of permeable pavement receiving pervious credit.
Basin Information
Existing BUA
DralnagOAr�ea
Drainage Area
Permeable
Pavement
Permea I
be
Pavement
Low Density
Total, project
'(P 1)
(P 2
Receiving Stream Name
Peltier Creek
Peltier Creek
Peltier Creek
Peltier Creek
Peltier Creek
Bogue Sound
Sound
Bp&ueSound
Bogue Sound—
Bogue Sound
Stream Class
SB
SB
SB
SB
SB
SA/HQW
SA/HQW
SA/HQW
SA/HQW
SA/HQW
Stream Index Number
20-31-11
20-31-11
20-31-11
20-31-11
..............
20-31-11
.20-36-(8.5)
20-36-(8.5)
20-36-(8.5)
—109,592.62
20-36-(8.5)
20-36-(8.5)
Total Drainage Area (sf)
9,118
100,474.62—
5,911
1,144
On -site Drainage Area (sf)
8,876
100,474.62
109,350.62
5,911
1,144
Off -site Drainage Area (sf)
242
0
242
0
0
Proposed Impervious Area (sf)
0
12,056
12,056
0
Existing BUA (sf)
9,118
0
9,118
0
—0
0
%Impervious Area (total)
1l00%
12%
IiK%
—o%
0%

Page
PM2s4o~uozPeltier Point
Impervious Surface Area
Existing BUA
Drainage Area
Low Density
Drainage Area
Total Project
Permeable
Pavement
(Pi)
Permeable
Pavement
(P 2)
On -site Buildings (sf)
14,700
On -site Streets/Parking (sf)
5,231
No Pervious Credit
On -Site Sidewalk (sf)
712
No Pervious Credit
Pavement (sf)
On -Site Seating (sf)
On -Site Playground (sf)
Off -site (sf)
Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If itbecomes evident that additional erosion and sedimentation control
measures are needed, they shall be installed immediately. It is intended that all grading and excavation activities within a
certain area will be protected as soon as that activity iscomplete.
I. Temporary Gravel Construction Entrance —Stone construction entrance will be used to reduce transport of sediment off
site.
2. Sediment Fence — Sediment fence will be utilized as necessary in locations as shown on plans or as deemed necessary by
the engineer toensure that off -site sedimentation iscontrolled.
1 Seeding —AU disturbed areas will be seeded within 7 days (HQVV zone) following construction in accordance with the
seeding schedule shown onthe plans.
4. Temporary Sediment Traps — Sediment traps will be constructed as shown on plans and serve to trap sediment and
prevent from the sediment moving offohe.
Erosion Control Specifications
I. Temporary Gravel Construction Entrance:
a. Clear the area ofvegetation and grade for positive drainage.
b. Install geotexti|efabric and place stone tmthe required dimensions.
c. Use l°to3"stones, free offines.
2. Sediment Fence
a. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certified bythe
manufacturer orsupplier asconforming tmthe requirements inA3TK8D 6461.
b. Posts for sediment fences should be 1.25 lb/linear foot minimum steel with a minimum length of 5 feet
and projections tofacilitate fastening the fabric.
c For reinforcement ofstandard strength filter fabric, use wire fence with a minimum 14gauge and a
maximum mesh spacing nf6inches.
DCM--MIID CITY

Page 3
mx2940-0ozPeltier Point
Specifications for Sediment Fence Fabric:
Temporary Silt Fence Material Property Requirements*
Test Material
Units
Supported
Silt Fence
Un-Supported
Silt Fence
Type of Value
Ultraviolent Stability
ASTM D 4355
% Retained
Strength
70% After
500h of
Exposure
70% After 500h
of Exposure
Typical
*From Erosion and Sedimentation Control Manual Table 6.62b
Maintenance Plan
1. All mmainn and sediment control measures shall be checked for stability and effective operations following every runoff
producing rainfall event o/ at least once per week. Repairs required shall be completed immediately to the dimension
and functions indicated omthe plans.
2. Sediment shall be removed from behind the sediment fencing when it beonmesW.5 feet deep atthe fence. The fence
shall be replaced or repaired asnecessary to maintain a barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 7 days of disturbance. Disturbed areas shall 6efertilized,
reseeded and mulched as necessary according to the Contract documents to establish and maintain a dense vegetative
cover.
Construction Sequence
1. Install stone construction entrance.
1 Install silt fencing atspecified locations.
I Clear and grub the site, whQeprotecting the existing shoreline.
4. Where designated on the plans, excavate a minimum 1.0 feet of existing material and backfill with, clean sand per soils
report for infiltrating pervious pavement. Excavated surface materials shall beexported away from the infiltration
areas.
5. Construct and stabilize perimeter dike along the shoreline prior tamass filling the site. If ret/uctod
and backfi||edprior tmmass filling the site, teomporarydikes must beconstructed along the |en�f��f�/�|H"eededto
0
DEP 28?02y
DCM-M�����
�
'_~�"

Page
PM2940-001 Peltier Point
divert runoff and avoid sediment from entering the wa:torbwdieo. Construct temporary diversion ditches and sediment
cops.
§. Begin filling the site and grading to drain towards temporary diversion ditches and proposed sediment traps. Rough
grade site and street. Continue, filling the site tmthe proposed grades.
7. Rough grade the proposed road. Grade and maintain a maximum 2% slope at pervious pavement subgracle, Locations
that exceed the 2% must achieve the maximum slope by terracing or constructing permanent barriers at terraces.
Q. Prepare the building pads and begin building construction.
9. Install utilities. (water, septic, electric, etc.)
10. Seed and mulch all areas of disturbance not to be paved within 7 days of land disturbance.
11. Fine grade site and street.
22. Place aggregate bases per the detail and protect the surface of the base aggregate with permeable geotextile and an
additional two inches thick layer of the same base aggregate over the geotextHe in areas of construction traffic. |na1mU
observation well as shown on the plans and provide protection during construction. Construct concrete edge restraints.
13. Remove stone construction entrance.
14. Pave public right ofway portion ofSouth Shore Drive. Once construction traffic has ceased and adjacent soils are
vegetated, remove the geotextile and soiled aggregate and install the remainder of the PICP pavement structure per the
plans. if additional construction traffic uses the installed PICP system, surface must be protected with a woven
geotextile and minimum of 2 in,ches of ASTM No. 8 open -graded aggregate layer. Upon completion, the area protected
shall be vacuumed with a machine capable of removing one -inch wfstone from, the joints or until no traces of sediment
is present. Fill the joints again with clean stones and sweep P|[Psurface clean. Pavement should betested 1uverify
infiltration rates
15. Perform final grading, seed and mulch all remaining disturbed areas.
16. Remove silt fence and temporary sediment traps. Regradeany eroded areas and remove any accumulated sediment.
Design Assumptions
RF
1. Design storm is m tenyeaforemuimncnmtno]measures. —~~`Vcu)
Z. The rational method was used for the design.
Coastal StarnnwuterRegulations
The North Carolina Division of Environmental Management implemented cuay�J�t��n�V����reQo|at�on� in coastal
counties on January 1, 1988, and most recent codified effective January 1, 2017. These regulations are detailed in 15 NCAC
02H.1019 Coastal Counties. These rules allow for a development to be considered under various options. This project is
submitted for approval consideration under Low Density Development per 15A NCAC 02H,1003(2), calculating project density
per 15A M[ACOZH.1O03(1)(b) and permeable pavement designed per 15A NCx[ 02H.1055.
Coastal Management
The site proposes tmdredge approximately 1,460cubic yards below normal high water within Peltier Creek. There are
mowetlands onsite. During the dredging operation the spoils will be placed on site away from open water and sediment
controlled bytemporary berms and silt fencing.
Upland development proposes six (6) single famPy lots and a private street accessing the residential lotsand marina.
Potable water and sewer disposal provided bythe Town of Morehead Uty. Upland disturbance isapproximately 2.5 acres.
Within Peltier Creek the residential marina includes six docks, each with two boat slips (one with future lift), gazebo and

Page
pMz940-00zpeitie,Point
platform. Also along the shoreline o[8ogme5oumisixnnartinip|eowithp|atformsamdstepy0othewatermrepmposedfor
each of the six lots, extending just beyond the existing riprap shoreline protection. Dimensions listed imthe table below:
Type
N'umber
Length
Width
Boat slip (future lifts)
6
48'
14'
Martini Pier Platform
6
L:!�:='
10,
CAMA Statements
w The project proponent hereby certifies that all information contained herein is true, accurate, and complete tothe best
mfmyknowledge and belief.
w The project proponent hereby oequeststha the certifying authority review and take action onthis CVVA4O1
certification request within the applicable reasonable period of time.
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AGENT AUTHORIZATION FOR LAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit:
Mailing Address:
408 Tryon Drive
Goldsboro, NC 27530
Bell Investment Group, LLC
Phone Number: 919-580-6247
Email Address: [e-mail]
I certify that I have authorized The Cullipher Group, PA
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all LAMA permits
necessary for the following proposed development: Peltier Point
at my property located at
Carteret
In
4700 South Shore Drive. Morehead City, NC 28557
County.
/ furthermore certify that / am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the, aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
Thomas F. Bell
Print or Type Name
Manager/Member of Bell Investment Group, LLC
Title
RECEIVED
Date S[P 29 21M
This certification is valid through. 9 1 / 2022

Contact Name * Ginger Turner
Contact Email Address* [e-mail]
Project owner* Bell Investment Group, LLC
Project Name * Peltier Point
Project County* Carteret
Owner Address: Street Address
408 Tryon Drive
Address Line 2
City
Goldsboro
Fbstal / Zp Code
27530
Is this a transportation project? r Yes r- No
Type(s) of approval sought from the DWR:
r 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r Individual Permit r Modification
F— Shoreline Stabilization
Does this project have an existing project ID#?
r Yes r No
state! Rovince / Paglon
NC
Country
us
Do you know the name of the staff member you would like to request a meeting with?
no
Please give a brief project description below and include location information.*
Upland development to include the construction of six single family
residences and an access, The extension of South Shore Drive is
proposed as permeable pavement. Site to be filled several feet to
maintain separations between permeable pavement and seasonal
high-water table. Municipal water and sewer to be extended into the
development. A twelve -slip marina is proposed in Coral Bay/Peltier
Creek on the north side of the parcel. It is unknow at this time if any
maintenance dredging will be required.
SEP 28 ?021
DCM-WiD CITY
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:
a This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
0 1 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 *
Submittal Date 811812021
no=
OC-M-MHD CITY

If
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
September 23, 2021
Marjorie Lindsay
400 Tennessee Ave.
Morehead City, NC 28557
Joseph Logan
4801 South Shore Drive, Unit #G5
Morehead City, NC 28557
RE: Peltier Point Subdivision
Major LAMA Permit Application
Morehead City, NC 28557
Adjacent Riparian Owners,
Enclosed you will find a copy of the submittal package for a Major CAMA Permit Application
for the above referenced project. The property is being proposed as a gated six -lot single family
subdivision, including a 12-slip marina (two slips per lot owner) along Peltier Creek and 6 piers,
without slips, along Bogue Sound. As adjacent riparian landowners you have, thirty days upon receipt
of this notice to submit comments of the proposed project to the NC Division of Coastal Management.
Sincerely,
Ginger Y. Turner, PE
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
[phone]
Please send any comments to:
NC Division of Coastal Management
Heather Styron
400 Commerce Avenue
Morehead City, NC 28557
[phone] Ext 216
. 0 "tJ1411911rot
10! lik"i CQ40
00.
�P.0ov:E8*0%
SPAL T_;
36
970
NE4e
TO
ME=
DC_"D CITY

117 IBM=
FYI
Ln ir
Postage
..... . . .....
]ZI
Certified Fee
Relurn Hecelpt Fee
(Endorsement Required)
. .... . .... - - -------
Restricted Delivery Fee
7
(Enclorsernani ReqUired)�
.. .. ........ . .. . ...... ..........
C:3
Total Postage & Foos
$
Y0. V.V -------- 1.......
E:J Street, Apt. No.;—
F*- or PO 80X No.
-------------
.....................
ED
Ln

FOR REGISTRATION REGISTER OF DEEDS
Karen S. Hardesty
Carteret County, NC
January 14,2021 1,33:03PM
DEED # Pages, 3
Fee,$26.00 NC Revenue Stamp: $5,300,00
FILE # 1704067
nECEIVED C�� �
')CM-MHD CITY
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $5,300,00
Parcel Identifier No. 63% 15,62,5613.000 Verified by County on the _ day of '20—
By:
Mail/Box to: jamos W. Thompson, III, Morehead City, N.C.
This instrument was prepared by: Wh4teatidAllcil,PA,POBox7]2,Moi,eii dCjty,NC2 557 (without title. exam)
Brief description for the Index:
THIS DEED made this 13th day of January 2021 )by and between
GRANTOR
CROATAN INVESTMENTS CO., LLC
805 Front Street
Beaufort, NC 28516
GRANTEE
BELL INVFSTMENT GROUP, LLC
408 Tryon Drive
Goldsboro, NC 27530
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e,g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, That the Grantor, for a valuable consideration paid by the Grantee, the receipt ofNvhjch is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot, parcel of land or condominium
unit situated in the City of Morehead City Morehead Township, Carteret
County, North Carolina and more particularly described as follows;
SEE EXHIBIT "A" ATTACHED
submitted electronically by "3ames W. Thompson III, PC"
in compliance with NorthCarolina statutes governing recordable documents
and the terms of the submitter agreement with the Carteret county Register of Deeds.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1649 page I -9c)
All or a portion of the property herein conveyed — includes or X does not include the primary residence of a Grantor.
NC Bar Association Form No. 3 (D 076, Revised 0 1ti/2010,2013 This standard form has been approved by:
Printed by Agreement with the NC Bar Association North Carolina Bar Association— NC Bat Form No. 3

A map showing (lie above described property is recorded in Plat Book 33 page 6
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee Simple.
And the Grantor covenants with tile Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions:
Current year's ad valorem (axes, public, utility easements and unviolated covenants of record.
IN WITNRSS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
.CROATAN FWESTMUMWS-CQ.LLC (SEAL)
�(En(ity N e) Print/Type Name:
By: = 4 (SEAL)
Print/Type Name & Title- Walter D, Brady, Manager .... ....... ..... ... Print/Type Nome:
By:
Printfl'ype Nome& Title:
By:
Print/Type Name &
(SEAL)
Print/Type Name:
(SEAL)
PrinUType Name:
State of - County or City of
1, the undersigned Notary Public of the County or City of and State aforesaid, certify that
personally appeared betbre me this day and
acknowledged (lie due execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial stamp or
seal this day of 120,
RECEIVED
My Commission Expires:
(Affix Seal) No(ary's Printed or Typed Name
4.
0(;M-MHD CITY
State of North Carolina — - County or City of Carteret
otary Public
1, the undersigned Notary Public of the County or City of Carteret and State aforesaid, certify that
Walter D. Brady personally came before me this day and acknowledged that —he is the
Manager of Croatan Investment Co., LLC a North Carolina or
-sarpai*49R/limited liability company/ (strike through the inapplicable), and that by authority
duly given and as the act of such entity, _he signed the foregoing instrument in its name on its behalf as its act and deed. Witness
my hand! and Notarial stamp or seal, this 13tWay of Januaa!y 2o 21.
U W—d
My Commission Expires:^ 7/17/2024_ --16nisi- Lewis Notary Public
0 tj Notary"s Fringed or Typed Name
(Affix Seal)
%4s� ,, ELeiA, 4,,�
'S
HC Bar Association Form No. 3 0 1976, Rovis0jqj/1/20j8 2U13
Printed by Agreement with the NC Bar Associat•�
01
T
This standard fonn has been appravcd by:
North Carolina Bar Association — NC Bar Fonn No, 3

W� s
10,1011
i
Located In the Town of Morehead City and having a street address of 4700 South Share Drive,
Morehead City, NC and more particularly described as follows:
Being all of that property as shown on that plat entitled "Boundary Survey for Closing Morey Polnt„
prepared by The Cullipher Group, P.A., dated 08/29/19 and recorded In Map Book 33, Page 856,
Carteret County Registry. The property is identified on said plat as `Total Area = 231 Acres" and
specifically Includes the area Identified on the plat as NCPIN 636615624535000" and "NCPIN
63661962243500T. Also conveyed are all littoral and riparian rights associated with the part of the
property adjacent to Bogue Sound and Coral Bay,
The above property Is all of that property as shown In the deed to Patty Morey recorded In Book 1332,
page 366, Carteret County Registry. Patty Morey died March 6, 2017 and the Grantors are her
beneficiaries as described in her will filed In Carteret County Estate file 17-E-153. The above property
also contains all that property conveyed to Grantors by Deed recorded in Book 16�27, page 009, Carteret
County Registry. For back reference see Deed Book 12, page 530.
This being the same property conveyed to Grantor in that deed recorded in Deed Book
1649, Page 150, Carteret County Registry.
l.-)CWMH0CITY

MAJOR PERMIT FEE MATRIX
A 1icant:
,4�' !' N .. LL C.
7IROWtA 5
Selection
Development Type
Fee
DCM %
(14300 1601 4351000931625.6253)
DWQ %
(24300 1602 438100095 2341)
1. Private, non-commercial
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation rof any wetlands
or open water areas:
H. Public or commercial
EJ
development that does not.
$400
100% ($40.0)
0% ($0)
involve the filling or
excavation of any wetlands
or -open water areas:
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major permit
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
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
itl(B). Public or commercial
-
-
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be a -lied.
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
a uatic life:
ill(D). If General Water
El
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) cannot
be applied:
IV. For development that
El
involves the filling and/or .
$475
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

i
— r
SOUNN �I 101 F HIVE s' ($�
50 25 50 100
SCALF. i = 50'
16oo ZONES ersNc
� re T izoo3
� a
k IIIi�,�i� II a�.to: °f?�s,.•, __
7 t• i—u�I Ir �J I II' � � � '
SOGUE BOUND TD
I
Ol
O /i
I �
O` Iy.
C_ BOGUE SOUND'
NO WETLANDS]
EXIST ON SITE
SEAL 9`•�
369TO _
nuluml"" GING � It �. '8'URNER, P.B. --
RECEIVED
i T `2,8'?VI
p)C M-MHO CITY
REVISIONS:

ENLARGED MARINA (kFLT IF CRFFK)
s"R°<%°�
PELTIER POINT
l 'ae SEAL r 9
MUREHEAD CITY CAk lFREI COUNTY NOR7H CARUI.INA
30 Is 0 so so
- ': 36970 =
P 1
h ULLI.A.. _WHLR GROUP 1Tc
ENGINEERING (C
INIEERINY&QSURVEYING SERVICES UAr
GG77llNNll,»,,11,,,—MM.____
SORCHAD CITY, N C 28557
SCALE:( so'
"%R„Y,,,,(I
ULNG R TURNER, P.E.
(252)/T3-0090 LICENSE NO. C-4482 ,CAI f :

- F�000 zoNE '
-.T BOGUE SOUND
HI HI11r1i(iiii
SEAL
i 36970 y
IlllLo2l
unnHmu� 4(G31NRGR TURNER, P.C. ---
SEf' 28 2071
Gi('M-MHD CITY
REVISIONS; 1
PIER PLAN 113011E SOUNDI
PELTIER POINT
MOM HE.AU CITY CARTERET COUNTY NORTH CAR OL INA
151A HIGHWAY 2A
MORE HF,AU CITY, N.C. 28557
12521'1'1'J-(1080 LICENSE N0. C--1

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-
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e.ix a: rvraa<co coxcAs,e Pvr. ___- _._ -.- ,:. : �... _ r "... ,•' REV SIGNS:
r ax
s
BOGUE SOUNU UPLAND GRADING PLAN
BAR°< PELTIER POINT
�•, MOREHL_AD Cil"Y CA ...... COUNTY NOI�I'II CAf?OLINA
c,
uuu xi
SEAL _
36970 _ --
4G PO 0 40 e0 ? _° p ry THE CULLIPHFR CROUP, F.A. C--4
�IN�� eke ` ���j-1 �t�. �� yn I2� I�4, EN NNERRING & SUHVPYING SCRVICM DALE:
N t 151A HIGHWAY 24
-----
SCALE. r 40' ni H no"" � C?IN® .Ib TURNER, h.E. rz°zi"� �a ooeoTr. n c 11,111II rase no. c-aaez Scnln F:1 � 4_. '
Y. G

R 6:d, E I VED
o r_.._I_.....-I
DREDGING PLAN
wunnnu
�NCARo7'',
SrC'd2021
PELTIER POINT
rJ(.6/-MHD crry
MORE HE AD CITY CARTERET COUNTY NOR TIT CAROL. INA
? SEAL a
—
GROUP, P.A.
THE CIll
20 Io o zo as
= 36970
= '•
C�R
p
`�jj'C,�M,..\
I RVE
ENGINFJGHi A ft SUI2VCYING SERVICES
151A HIGHWAY 24
ppTT;
._ _
r
MOHFHEAD CI TY, NC 28 1
I2521'I'13-0090 LICENSE; NO.
_9� _2.
SCALE:
SCALE: 1 •= zo
Irn nog (SING R
'PURNSR, P.R.
C-4482
2„

ILL CONCRETE
CAP
WALER AS NEEDED
INYL SHEETPILE
RAP SHE SKI.INF PROTECTION STAKED BY NCDCM PEf
T HL INIALLLD LANDWARD OF III —III
WETLAND VEGETAFI ON AND MAY
E%CEED A AN ]MUM
DISTANCE
10 VEET WATERWARD OF NH
_ -...._
S CAI.E: .NOT
VINYL. RE.IAINING WALL
PROPOSED
STRUCTURE
IT ._r F11L
20 10 0 20 40
�� ! ! I I I
L-I I I I I
SCALE:I- 20'
SEAL y`
36970
�G ' - - -
GIN(' � R TURNER, I.E.
21 BECK III ...............-.. _............_._
STR[NGERS
d'INEATEO
TIMBER PILES
WETLA
MIN 8'f:M13LOMFNT MARSH
SCALE NOT TO SC
-.-......... _._ .............._
I Xf D WOOD DUCKS
RECEIVED
SEP 26 ?.021
Ek S"EITPILE
RETAINING WAIL (1t.IM-mi,9C)C1TY' LAMA GPn60656 CITY
-10
REVISIONS:
� � rva rtrT o F ovs
CROSS SECTION OF PROJECT
PELTIER POINT
MO R4 HEAD CITY CAR I R E I CO II N T Y NOR TN CAR I I NA
151A HIGHWAY 24
MO TIN DNA O CITY, N.G.2855'I
_21773-0090 LICENSE N0. C-4482