20211814 Ver 1_CAMA Application_20211213

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December 13, 2021
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregq.bodnara_ncdenr.gov
SUBJECT: CAMA Major Permit Application Review
Applicant: Sargent Investment Group LLC
Project Location: 598 East Street Belhaven, NC 27810
Proposed Project: Ton install 200ft of bulkhead, 264' of retaining wall, 1,838ft2 of wetland fill for
a driveway access, gravel parking area, 6' x200x' pier landward of
proposed bulkhead, 2-13' x 13' boatlifts, upland fill and grading,
maintenance excavation within Battalian Creek and man-made canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by January 3, 2021. If you have any
questions regarding the proposed project, contact Shane Staples [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"
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
D EQ �� North Carolina Department of Environmental Quality I Division of Coastal Management
Washington Office 1 943 Washington Square Mall I Washington, North Carolina 27889
Department ofEmvonmeme r� /'� 252.946.6481

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
December 13, 2021
MEMORANDUM. -
FROM:
SUBJECT:
Applicant:
Project Location:
NORTH CAROLINA
Environmental Quality
Gregg Bodnar, Assistant Major Permits Coordinator
NCDEO - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
greag.bodnarOncdenr.gov
CAMA Major Permit Application Review
Sargent Investment Group LLC
598 East Street Belhaven, NC 27810
Proposed Project: Ton install 200ft of bulkhead, 264' of retaining wall, 1,838ft2 of wetland fill for
a driveway access, gravel parking area, 6' x200x' pier landward of
proposed bulkhead, 2-13' x 13' boatlifts, upland fill and grading,
maintenance excavation within Battalian Creek and man-made canal.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gre-go Bodnar at the address above by January 3, 2021. If you have any
questions regarding the proposed project, contact Shane Staples [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
oan c wouwnD
NORTH
oe�.f maww,�
North Carolina Department of Environmental Quality I Division of Coastal Management
Washington Office 1 943 Washington Square Mall I Washington, North Carolina 27889
252.946.6481

2.
3.
4.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Michael and Mary Sargent
LOCATION OF PROJECT SITE: 598 East Street Belhaven, NC — Beaufort County
Location - 35' 32' 16.84" N 760 36' 31.68" W
INVESTIGATION TYPE. CAMA
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 3/9/21 and 8/26/21
Was Applicant Present— Yes
5. PROCESSING PROCEDURE: Application Received Complete - November 10, 2021
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Beaufort County
Land Classification From LUP: Residential agriculture
(B) AEC(s) Involved: PTA, ES
(D) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Town of Belhaven Sewer
Planned — No new connections
(F) Type of Structures: Existing — Residence, pier, wet -slip
Planned — Bulkhead, retaining wall, 2-boa#lifts, driveway/parking area
(G) Estimated Annual Rate of Erosion: NIA
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
Shallow Bottom
(Battalina Creek)
4,800ft2 (Access Channel)
2,000ft2 (Basin)
338ft2
404 — Wetlands
1,838ft2
Uplands
12,588f12
1,2002
(D) Total Area Disturbed: 21,5642
(E) Primary Nursery Area: Yes
(F) Water Classification: SC, HQW, NSW
Open: No
8. PROJECT SUMMARY: Applicant is 200ft of bulkhead, 264' of retaining wall, 1,838ft2 of wetland fill for a
driveway access, gravel parking area, 6' x 200' pier landward of proposed bulkhead, 2 —13' x 13' boatlifts,
upland fill and grading, maintenance excavation within Battalina Creek and man-made canal.

Michael and Mary Sargent
598 East Street Development — Maintenance Excavation, Wetland Fill, Upland and Boating
Facility
Beaufort County
Project Setting
The subject property is located at 598 East Street Creek in Belhaven, Beaufort County
adjacent to Battalina Creek and a man-made canal. Current development on the lot includes a
residence, driveway, 2 man-made basins one of which has side -to docking and a large wet -slip.
The proposed development focuses on development around the larger man-made basin on the
northern side of the property and the upland spoil areas on either side of the basin. Water depths
in the center of the man-made basin average -9ft @NWL and connecting water depths in
Battalina Creek are -6ft @NWL(permitted channel). The majority of the property is dominated
by wetlands both coastal and non -coastal wetlands.
Battalina Creek in the project location is designated is classified as SC, HQW, NSW by
the Environmental Resources Commission. The uplands spoil area adjacent to the Iarge man-
made basin on the northern side of the property is no subject to the 50ft DWR Buffer per
correspondence with the DWR. Battalina Creek in this area is classified as Estuarine Waters, a
Primary Nursery Area by the Division of Marine Fisheries, is closed to the harvest of shellfish,
and no SAV has been observed in the area during sight visits during the April -September
growing season.
Proiect Description
Wetland Fill
The applicant is proposing to gain vehicle access to the upland spoil bank by filling an area of
404-wetlands approximately 35' wide by approximately 52' long impacting a total area of
1,838ft2 of 404-wetlands most of which is phragmites within the CAMA AEC. The need for the
wider than average driveway is to facilitate access to the spoil area for vehicles maneuvering
with boat trailers and making the turn from the existing driveway. The road will have a top width
of 18' and fill slopes between 2:1 and 3:1. Silt fence will be in place until the fill material is
stabilized. An 18" corrugated metal equalizer pipe will be placed under the filled access to allow
for hydraulic connectivity.
Bulkhead, Retaining Wall, and dockage
Along the eastern shoreline of the man-made canal 200 linear feet of bulkhead is proposed
starting at the wetland/upland interface at the head of the canal. A 6ft x 200ft dock is proposed to
run parallel and landward of the proposed bulkhead. Two 10,0001b boat lifts for boats up to 25ft
are proposed along the bulkhead. A retaining wall will extend approximately 114 linear feet
along the wetland/upland interface to encapsulate the gravel parking area located Iandward of the
30ft CAMA buffer. The finished bulkhead and retaining wall will be elevated 4' above the
existing ground in order to level the developed area of the spoil bank. The retaining wail will
pick back up on the eastern side of the parking area and extend 150 linear feet along the coastal
wetland line matching the other proposed retaining wall and bulkhead in elevation.

Excavation
Excavation is proposed in two locations; along the proposed bulkhead and within the channel
leaving the man-made basin. The section within the basin along the proposed bulkhead will be
200ft x 10ft to a final depth of -5ft @NWL to facilitate operation of the boatlifts and side -to
docking along the bulkhead. The canal depths average --9ft @NWL but there is a shoaled area
near the mouth where depths drop to as low as -3ft @NWL. Maintenance excavation of an area
40ft wide x 120ft long x -1.5ft avg. to a depth of -5ft @NWL is proposed to provide suffice
depth for navigation into the canal. This channel will tie into an existing channel permitted under
active CAMA Major Permit 4118-15 which has a permitted final depth of -6ft @NWL. The
excavation will be completed using bucket to barge methodology and offloaded on an adjacent
property directly into dump trucks and hauled to a nearby upland stockpile area.
Anticipated Impacts
The project as proposed will result in the excavation of approximately 415 cubic yards of
material from approximately 6,000ft2 of shallow bottom, shading of 338ft2 of shallow bottom,
404-wetland fill totaling 1,838ft2, and clearing and grading of approximately 9,000ft2 of uplands
(spoil bank) within the CAMA 75' AEC. Noise and increased turbidity with the adjacent
waterway are expected to occur during the maintenance excavation, bulkhead, and boatlift
installation.
Shane Staples — December 8, 2021

AGENT AUTHORIZATION FOR LAMA PERMIT APPLICATION
And All Other Applicable Environmental Permitting
Name of Property Owner Requesting Permit: Sargent Investment Group CIO Mrs. Mary Sargent
Mailing Address;
Phone Number:
Email Address:
2811 Deerfield Lane
Wilson, NC 27896
[phone]
[e-mail]
I certify that I have authorized Steve Trowell, Stevejtrowell@gmail:com ,
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
driveway, boat dock, boatlifts, bulkhead and maintenance excavation.
at my property located at 598 last Street, Belhaven NC 27810
in Beaufort
County.
I furthermore certify that i am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature"=
Sargent Investment Group CIO Mrs. Mary Sargent
Print or Type Name
TWO
1 ?- 1
Date
This certification is valid through -2— 1_ � ��I 2 D 2Z,

November 3,2021
Mr. Shane Staples, Field Representative
NC Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
Dear Mr. Staples:
Enclosed is a Major CAMA/Dredge and Fill permit application submitted on behalf of Mary and
Michael Sargent (Sargent Investment Group LLC) for development activities in jurisdictional
areas onsite their property located at 598 East Street in the Town of Belhaven adjacent Battalina
Creek and a man-made canal. The primary purpose of the proposed development on their property
center around the existing man-made canal and improving boat and vehicular access. These
development activities include construction of a driveway access across 404 wetlands to an upland
area adjacent the canal, bulkhead, boatlift and dock construction and maintenance excavation
within the man-made canal.
Since purchasing the property in January of 2021, there have been two onsite meetings with state
and federal regulatory agencies that include the NC Division of Coastal Management (DCM) NC
Division of Water Resources (DWR) and US Army Corps of Engineers (USACOE) to disseminate
respective overlapping regulatory jurisdictions and their associated permit requirements. The last
onsite meeting was August 26, 2021. Present at this meeting was Mrs. Mary Sargent, property
owner, Mr. Raleigh Bland, Project Manager USACOE, Mr. Steve Trowell, consultant on behalf
of Sargent Properties and yourself. During this meeting the wetland delineation and type was
confirmed by DCM and USACOE. The wetland area adjacent the canal and driveway was not
delineated by DCM as a Coastal Wetland due to the absence of Coastal Wetland species. This
area was vegetated by a dense stand of Phragmities likely as a result of impacts from the
development of the canal and resultant spoil deposition and the driveway construction. There are
also remnants of a ditch that traverses the area to be impacted by driveway fill. Prior to the meeting
and confirmed by discussion with the respective agencies, the Tar -Pamlico River Basin Buffer per
North Carolina Administrative Code (NCAC) 15A NCAC 02B.0734(3)(a)(I) and (ii) does not
apply to the manmade canal and adjacent lands. Documentation of this decision by DWR Mr.
Chris Pullinger is subject of an enclosed email dated June 21, 2021 from Mr. Pullinger. Therefore,
buffer requirements fall back to DCM buffer standards found in 15A NCAC 7H.0209. At the
conclusion of the meeting, it was determined that the project would seek authorization through a
joint state and federal permit process administrated by DCM.
The Town of Belhaven has a zoning program administered by the Town Manager, Mrs, Lynn
Davis. The subject tract is zoned as Residential Agriculture. The proposed development has been
found consistent with the Town zoning as documented in an email from Davis dated September
17, 2021 and since this is not a commercial project but for private residential then a certificate of
zoning compliance is not required per Mrs. Davis's email dated November 1, 2021..

Mr. Shane Staples
November 3, 2021
Page Three
the previously authorized channel maintenance. This proposed maintenance excavation will be
accomplished using an excavator on a barge with a spoil containment system owned by an adjacent
property owner. The material will be offload on an adjacent property directly into dump trucks
and hauled to a nearby upland stockpile area.
Per the latest guidance from the Division of Water Resources I have submitted the electronic
meeting request on August 12, 2021 and August 31, 2021 for the driveway and maintenance
excavation respectively in regards to obtaining the 401 Water Quality Certification and have
included the email documentation in this application package. I certify that all information
contained in this application package is true, accurate and complete to the best of my knowledge
and belief. I hereby request that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
Since
Steve Trowel]

1CM MP-1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
I. Primary Applicant/ Landowner Information
Business Name
Project Name (it applicable)
Sargent Investment Group.LLC
Sargent Boat Harbor
Applicant 1: First Name
MI
Last Name
Mary
E.
Sargent
Applicant 2: First Name
MI
Last Name
Michael
J.
Sargent
It additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City=Wilson
ate
2811 Deerfield Lane N
North Carolina
ZEP
Country
Phone No.
FAX No.
27896
United_ States
ext.
- -
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
T
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Steve
J.
Trowel/
Agent( Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
102 East Watson Street
Windsor
NC
ZIP
Phone No. 1
Phone No. 2
27983
-402 40.15 ext.
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
ate
It
ZIP
Email
[e-mail]
<Fonn continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Ul
St
sa
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Beaufort County
1598 East Street, Belhaven NC 27810
NIA
Subdivision Name
city
state
Zi
Y7810
NIA
Belhaven
INC
Phone No.
Lot No-(s) (if many, aftach 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
Tar -Pamlico
Man made canal off Battalina Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
❑Natural ®Manmade []Unknown
Pungo River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town of Belhaven
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
Approximately 4,000'
17,56
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWt_ (normal water level)
(If many lot sizes, please attach additional page with a list)
4.5' aV ❑NHW or ONWL
e. Vegetation on tract
lands vegetated with loblolly pines and water oaks. Understory includes red maples and black gum sapli
rubs consist of wax myrtle, yaupon and red cedar, Coastal Wetland AEC vegetated with black needle rus
t grass, giant cordgrass and saw grass. Other 404 wetlands dominated by Phragmities Sp.
f. Man-made features and uses now on tract
Man made canal off Battalina Creek. Driveway to an existing residential structure and other
developed uplands. Existing dock and slip on Tooley Creek on another adjacent parcel owned by
the Sargents.
g. Identify and describe the existing land uses adlacent to the proposed project site.
Residential and marine buisnesses
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
(Attach zoning corn liance certifrcate if applicable)
Attached Davis Email dated 17 S
Residential Agriculture
®Yes LINOng
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ❑No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ONO ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next pages
gs.
1,
pt 2021
.V.nr,, ,,;turn ,y,

Forth DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(it) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Town of Belhaven Sewer
o. Describe existing drinking water supply source.
Town of Belhaven
p. Describe existing storm water management or treatment systems.
None
5. Activities and impacts -
a. Will the project be for commercial, public, or private use? ❑Commercial ❑PubliclGovernment
®PrivateiCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
When complete the project will provide sheltered boat dockage for the Sargent family. The drive
and parking area will allow vehicular access to the new harbor of refuge and the vehicular trans
of recreational fishing and other boating related equipment as well as boat trailer storage..
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.
Driveway construction will utilize dump truck, excavator and bulldozer. Land clearing will utilize dump tru
and excavator. Maintenance excavation will utilize barge, long reach excavator. Equipment will be store
on highground adjacent project site
d. List all development activities you propose.
Propose to contruct a driveway access to spoil berm across 404 wetlands, constuct parking area, bulkhe
and a retaining wall, Propose to construct a dock and undertake maintenance excavation in canal.
e. Are the proposed activities maintenance of an existing project, new work, or both?
Both
f. What is the approximate total disturbed land area resulting from the proposed project? ®Sq.Ft or ❑Acres
12,588 ft2
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ❑No ®NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff.
I. Will wastewater or storrnwater be discharged into a wetland? ❑Yes []No ®NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on backs
way
ort

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 major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties,
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Town of Belhaven, C/O Mrs. Lynn Davis Phone No.[phone]
Address post Office Box 220 Belhaven, North Carolina 27810
Name Phone No.
Address
Name John Givens Phone No. [phone]
Address 548 East Street, Belhaven, North Carolina 27810
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NIA
h. Signed consultant or agent authorization form, if applicable.
i. wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application,
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date October 16,2021 Print Name Steve TrowellAgpnt for SaWe_Rt Group LLC
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information

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 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
Channel
(NLW or Canal Boat Basin TBoat Ramp f Rock Groin
Length _ 1 120' I 200'
Width 40' 10'
Avg. Existing
Depth -3.5 -3.0
Final Project
Depth -5.0' -5, 0'
I. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
267 cubic yards Access Channel, 148 cubic yards canal
a (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Offsite upland disposal area and uplands landward of bulkhead
C. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
NA
NA
Rock
Breakwater
Other
(excluding
shoreline
stabilization
NA
NA
El This section not applicable
b. Type of material to be excavated.
Organic muck and sand
d. High -ground excavation in cubic yards.
NIA
b. Dimensions of disposal area.
10' x 200'
d.
e. (i) Does the disposal area include any coastal wetlands/marsh f.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WI-)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
❑ This section not applicable !
(i) Will a disposal area be available for future maintenance?
®Yes ❑No DNA
(ii) If yes, where?
Existing upland spoil bank
(i) Does the disposal include any area in the water?
❑Yes ❑No ®NA
(ii) If yes, how much water area is affected?
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Form 0CM MP-2 (Excavation anti Fill, Page 2 of 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: 200'
®Bulkhead ❑Riprap ❑BreakwaterlSill ©Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
Zero
e. Type of stabilization material:
Vinvl or wood
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill NIA Riprap
Breakwater/Sill Other
I. Source of fill material.
Permitted offsite borrow pit
0', Bulkhead to be constructed at or just landward of NWL
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ®NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of rill material.
Sand or clay mix
4. OTHER FILL ACTIVITIES El This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (i) Will fill material he ntacPri in cnastal wPt1anHQ1mnrch rrvui
If yes,
(ii) Amount of material to be placed in the water NIA
(iii) Dimensions of fill area
(iv) Purpose of fill
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 1,838 ft'❑None
(ii) Describe the purpose of the fill in these areas:
Purpose of fill is to construct driveway across 404 wetlands to
reach upland spot) bank.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b, What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
A silt fence will be installed on either side of the driveway crossing
pl)ar to undertaking otivjf(Ps for the driveway. The_gjQpeg for
the Long reach excavator on a barge, dump truck, and buldozer
driveway fill will be no steeper than 2':1'. 5easonal grasses and mulch
will be used to establish ground cover on slo es and bulkhead backfil1.
c. (i) Will navigational aids be required as a result of the project?
❑Yes []No ®NA
(ii) If yes, explain what type and how they will be implemented.
October 1
Date
Sargent Boat Harbor
Project blame
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Proposed construction sequence will start
10101h fh--drivQAAt;ay. There will not be eed
to cross wetlands outside the footprint to be impac
Steve Trowell Agent for Sargent Properties LLC
Applican a
Applicant Signature
252 808-2$08 :: #-888-4t3GOA - HtlU �F .rsccoz;stasrs;_: ���et�t.r� t revised: 12i2-6106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or hand disturbing activities)
Attach this form to Joint Application for LAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
NIA
c. Density (give the number of residential units and the units per
acre).
NIA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(1) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ®NA
(ii) If yes, list the date submitted;
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.
1%
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.
1%
j. Describe proposed method of sewage disposal.
NIA
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).
Surface runoff.
b. Number of lots or parcels.
1 parcel
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
12,588 fie
List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
gravel
h. Projects that require a LAMA Major Development Permit may also
require a Stormwater Certification.
(1) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
?52-808-28082 :, 1-888-4RCOAST ;. www.rrCcoast:atmanacier,5urii;,not e's_vi5ffi: 1212fiI0$

/Orm lDCM MP-3 (Upland Development, Page `?,.if 2)
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ❑Yes ONO ❑NA
community, public system, etc.) (ii) If yes, how many acres?
Town of Belhaven
o. When was the lot(s) platted and recorded?
Prior to August 2000
October 16,2021
Date
Sargent Boat Harbor
Project Name
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
Steve Trowell Agent for Sargent Investment Properties LLC
Applic
Applicant Signature
252-808-: 808 .. ii-088-411COASi

Form DCM MP-4
(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 ❑Public/Government igPrivate/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 200'
(iv) Width 6'
(v) Floating ❑Yes ENo
e. (i) Are Platforms included? E]Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
2
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
Q4pen water; dredging for basin and/or channel
❑Open water; no dredging required
❑Other, please describe:
k. Typical boat length: 18' to 30'
M. (i) Will the facility have tie pilings?
❑Yes ®No
0i) If yes number of tie pilings?
❑ This section not applicable
b. (i) Will the facility be open to the general public?
❑p Yes pNo
d. (i) Are Finger Piers included? ❑Yes VNo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 2
(iii) Length 13'
(iv) Width 13'
h. Check all the types of services to be provided.
❑ Full service, including travel lift andlor rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 2
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps;
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed types
I. (i) Will the facility be open to the general public?
[]Yes ®No
252-808.2a(18:: t-BB8-411GOAST :: teuf; d: f 1 71t1C�

r,0"V, It►tt M MP-4 (Strtar Lures, Page 2 of 41
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
.. t « !1VVV111y aanrtary rer:ones mat wnr oe incruueo in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available' signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed o#?
h. Give the number of channel markers and "No Wake' signs proposed.
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
752-808-2808 ::-A88-4111COAST :: s. .r :r_ a,,t=dmn ;i r_3c>t f.r:i r'a>0:3ud: 12r2vob

Form fC CM MP-4 (Structures, Page 3 of 4)
m, Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes ❑No
n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marinaldocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
P. Is the proposed marinaldocking facility located within or within close proximity to any shellfish teases? []yes ®No
If yes, give the name and address of the leoseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliclGovernment ❑PrivatelCommunity
(11) Number
(ili) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-Z Excavation and Fill.) ®This section not applicable
a. (i) Number
(it) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a• Length b. Average distance from NNW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or weNands
6. MOORING PILINGS and BUOYS ®This section not applicable
❑Commercial ❑PubliclGovernment ❑PrivatelCommunity
Q. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
;)AS`t ::tfrk4:4),Iiccu.;sialit..aIt..ie4e111Cnt.net
revised: 12127106

Form UCM MP-4 (Strtactures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Sao' 1,000,
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
72'
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented,
d. Water depth at waterward end of structure at NLW or NWL
5'
8. OTHER ®This section not applicable
a. Give complete description;
October 16,2021
Date
Sargent Boat Harbor
Project Name
Steve Trowell Agent for SargeU Properties LLC
Applican
Applicant Signature
'° 2-80ft-28;)li :; 1••it$k -- : . F v: o .:ca �st:iir iae)_P_qnn-iatnt.nei : c wised: 12I27/06

Sargent Properties LLC
Beaufort County
Quad: Belhaven
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Sargent Properties LLC October 16, 2021
0 0.3 0.6
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Channel authorized by
Major CAMAIDredge and Fill permit no. 115-18
Town of Belhaven Prop
f A
Proposed maintenance excavation
3 10' W x 200' L x -2'
r ` , Proposed 10,000 lb boatlift '
x r Proposed 10,0 Olb boatlift ;
4� Red line represents 404 wetland
line only a
�4a
Proposed driveway (1,838 ftz of 404 wetland fill)
w
5 ,, 1-10
71
Sargent Investment Properties LLC
Overall Boat Harbor Plan
Sheet 1 of 6
Date: October 16, 2021
Area to be excavated
40'Wx120'Lx-1.5'
Final Project Depth -5'
ti
Proposed 6' x 200' dock
Area to be cleared, filled, leveled and
grassed behind bulkhead 45' av W x 200' L
Proposed 200' of bulkhead
aligned along NWL
Proposed gravel parking area
35'avWx50'L
�' Proposed 114' of retaining wail at
� and above CW Line
�� Green line represents
Coastal Wetland (CW) Line
d Proposed 18" x 40' culvert
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Sargent Boat Harbor
Channel Maintenance Plan
Sheet 3 of 6
Date: October 16, 2021

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Sargent Boat Harbor
Access Channel Cross Section
Scale: NTS Dimensions Shown
October 16, 2021
Sheet no. 6
72' wide

Contact Name * Steve Trowell
Contact Email Address* [e-mail]
Project Owner` Sargent Investment Group
Project Name * Sargent Driveway and Dock Construction
Project County Beaufort
Owner Address:* Street Address
2811 Deerfield Lane
Address LEne 2
aty State 1 Rovince I P.-da,
Wilson Nroth Carolina
Fistol l Zip Cale Gauntry
27896 United States
Is this a transportation project?* r Yes r• No
Type(s) of approval sought from the DWR:
9 401 Water Quality Certification - r 401 Water Quality Certification -
Regular Express
f Individual Permit I_ Modification
r Shoreline Stabilization
Does this project have an existing project ID#?
(­ Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Chris Pullinger
Please give a brief project description below and include location information. *
The project site is located at 598 Fast Street in the Town of Belhaven
on a man made basin off Battalina Creek. The project proposal is to
build a driveway crossing approArnately 30' wide x 55' long across
404 wetlands to reach an area of uplands adjacent the basin. The
applicant proposes to construct a parking area on the uplands, A 6'
wide x100' long dock Is proposed along the basin shoreline for boat
access.
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.

Contact Name's
Contact Email Address
Project Owner*
Project Name *
Project County*
Owner Address:'
Is this a transportation project?*
Steve Trowell
[e-mail]
Sargent Investment Group
Sargent Maitenance Excavation
Beaufort
Street Address
2811 Deerfield Lane
Address Line2
aty
Wilson
Fbstal / Zip ( )de
27896
r Yes r• No
Type(s) of approval sought from the DWR:
r 401 Water Quality Certification - V 401 Water Quality Certification -
Regular Express
f Individual Permit r Modification
F Shoreline Stabilization
Does this project have an existing project ID#?
r' Yes >: No
State 7 Ravine / }kxycn
North Carolina
Cbuntry
United States
Do you know the name of the staff member you would like to request a meeting with?
Chris Pullinger
Please give a brief project description below and include location information.*
This project is for the maintenance excavation of a canal confluence
with an existing channel in Battalina Creek off the Pungo River on
property located in the Town of Belhaven at 598 East Water Street..
The canal mouth has shoaled in, The excavated area is 40' wide x
100' long. Existing depths in the shoaled area range from 3' to 4,5'
below the normal water level.
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 -Piling Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 also understand that DWR is not required to respond or grant the meeting request.