20210888 Ver 1_CAMA Application_20210429

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Beacon Street Development Co.,Inc
2. LOCATION OF PROJECT SITE: Beaufort County,Belhaven,202 East Front Street(Water Street)adjacent to the
Pantego Creek
Location - 35°32' 15"N 76° 37' 24" W
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—2/26/21
Was Applicant Present—No
5. PROCESSING PROCEDURE: Application Received - 4/26/21
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Beaufort County
Land Classification from LUP: Marine Business
(B) AEC(s) Involved: PTA, EW, PTS
(D) Water Dependent: Yes
(D) Intended Use: Residential/Commercial
(E) Wastewater Treatment: Existing—Local Sewer
Planned - same
(F) Type of Structures: Existing—bulkhead, basin, ramp, stormwater ponds, paved parking area
Planned—Streets,upland walking paths and boardwalk,retaining wall,gazebos,
residential development, bulkhead 40 slip marina, kayak launches
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Upland
176,850ft2
(B) Pantego Creek/Wynn's Gut 3,748ft2
Bottom (Bulkhead, Basin, 17,697.5ft2
Ramp) (Pier shading)
(c)
(D) Total Area Disturbed: ±198,295ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC,NSW
Open: No
8. PROJECT SUMMARY: The applicant proposes to develop a 40 lot residential development,upland fill,retaining
wall, 40 slips private marina, bulkhead, boardwalk, kayak launches

Belhaven Water Street (Beacon Street East)
Hospital Property Redevelopment
Beaufort County
Project Setting
The subject property is located at 202 East Front Street adjacent to Pantego Creek and
Wynn's Gut in the town of Belhaven, Beaufort county. This property is the former site of the
Belhaven hospital which was torn down but most of the impervious surfaces remain such as the
parking lot and helicopter pad. The remainder of the upland is maintained lawn and two
stormwater ponds that are overgrown; no wetlands are present on the site. The entire shoreline of
the property along both Pantego Creek and Wynn's Gut is bulkhead with many sections that are
failing. A concrete boat ramp and a basin along Pantego Creek are the only other shoreline
features. Water depths along the site range from 4 to 6 feet, but are consistently 4 to 6 feet in the
areas of proposed slips/boatlifts. No submerged aquatic vegetation or shellfish resources are
present in the project location.
Pantego Creek is an inland water body as designated by the Wildlife Resources
Commission and is classified as SC, NSW by the Environmental Resources Commission.
Project Description
The applicant is proposing to redevelop this property into a residential site with 40 lots,
10,000 cubic yards of upland fill, 40 slips in an open water marina associated piers, replacement
of the bulkhead, a boardwalk, gazebos, and kayak launches.
Upland development will include 40 residential lots covering 4.06 acres, 2 of the lots may
be commercial or mixed use properties such as retail, ship's store, etc. Placement of 10,000 cubic
yards of fill in this area is proposed to bring potential lots above base flood elevation of 5.0'
above normal water level. The depth of this fill will range from 0.5' to 3' in depth crowning in
the center of the parcel at +6' above NWL tapering to +4' near the perimeter of the parcel. Two
existing stormwater ponds will be filled as part of the upland fill. A 790' upland retaining wall
18" in height would line the property borders along Pantego Creek and Wynn's Gut; this wall
would be located an average of 8' from NWL up to 35' from NWL. Five roads will service the
residential development forming a circle with spur road on the side of the property adjacent to
Wynn's Gut and two accesses from streets A and C onto East Water Street. The roads will
accommodate two-way traffic and range from 14' to 25' in width. A wooden walkway, 8.25'
wide x 120' long, would lead from the intersection of Streets B and C to the boardwalk.
Intersecting this wooden walkway, a concrete/concrete paver path 5' wide x 240' long would
lead across the property to the east 30' landward of normal water level where it intersects the
bulkhead/boardwalk again. A 10' x 12' covered area is proposed at the intersection of the
wooden and concrete paths on the western side of the property. A second 10' x 12' covered area
is proposed on the eastern side of the property near the intersection of Streets A and B with a
short wooden path 8.25' x 15' leading to the boardwalk along Pantego Creek. A boardwalk
measuring 8.25' x 392.6' is proposed landward of the bulkhead along the property border with
Wynn's gut as well as a PTSP or hog-slat platform measuring 30' x 40' on the peninsula at the
intersection of Pantego Creek and Wynn's Gut.

A new bulkhead 1,024 in length would be constructed along Pantego Creek and Wynn's
Gut 2' waterward of the existing bulkhead with the exception of where it will span the mouth the
existing boat basin and boat ramp. The existing basin to be filled measures 25' wide x 40' deep,
the existing boat ramp to be filled is 20' wide x 35' deep with 25' recessed approach. Along the
majority of the property adjacent to Pantego Creek a boardwalk/pier 8.25' x 523' will be
constructed waterward of the bulkhead parallel to shore with an 18'x 22' covered platform, also
waterward of the bulkhead, on the western end. From this boardwalk pier parallel to shore 3
addition piers will be constructed perpendicular to shore into Pantego Creek. The western and
central piers are identical in layout, with the exception of total length, providing docking for 20
vessels each for a total of 40 formalized slips with boatlifts. These piers will include a main dock
measuring 8.25' x 197' and 208' respectively with 10' x 12' T-head platforms. Each pier will
also have 10 - 3' x 24' finger piers and 2 —6' x 24' finger piers, the wider 6' finger piers being
located just landward of the platform at the end of the pier. Each of these piers will also have a
10' x 22' floating kayak platform located closer to the bulkhead. The easternmost pier, the"day
dock", is proposed to be 8.25' x 52' with an 18' x 22' covered platform centrally located on the
pier. A 10' x 20' floating kayak launch is also proposed adjacent to the bulkhead in Wynn's Gut
Anticipated Impacts
The project as proposed result in the filling an area of uplands measuring 440' x 450'
with 10,000 cubic yards of material. Creation of new uplands totaling 8,475ft2 by filling existing
stormwater ponds and the conversion of I,700ft2 of shallow bottom of Pantego Creek to uplands
by filling the existing boat basin and boat ramp. Total land disturbance proposed totals 4.06
acres. Impervious surfaces for the site will be reduced to 49.4% from 68.7%; and impervious
surface in the CAMA AEC will be reduced to 14.2% from 28.4%. Construction of footpaths,
retaining wall, and upland fill will impact the 50' Tar-Pamlico Basin Buffer. Up to 2,048ft2 of
shallow bottom will be filled by the construction of the new bulkhead 2ft waterward of the
existing bulkhead. Total shallow bottom shading impacts will total 17,697.5112 for the boardwalk,
piers, platforms, and boatlifts. Public Trust Area usurped by the construction of the private
marina will total 21,814ft2. A scoping meeting was held on February 19, 2019 in the Washington
Regional Office for the proposed project.
Shane Staples—April 26, 2021

BEACON STREET DEVELOPMENT—BELHAVEN HOSPITAL CAMA APPLICATION NARRATIVE
April 23, 2021
The purpose of the document, and the attached site plans and MP Forms 1, 2, 3, and 4, is to submit to
the NC Division of Coastal Management(DCM), and associated State and Federal review agencies, a
Coastal Area Management Act (CAMA) Major Development permit application. The information
provided outlines and describes development proposed by Beacon Street Development Company
(Beacon Street)on a 4.06 acre parcel of land located at 202 E. Front St. (aka Water Street) in Belhaven,
Beaufort County, NC. The development proposed includes 40 single family residential units on the
subject property,40 boat slips constructed on two piers with kayak docks,a day dock, a stand-alone
kayak dock and a boardwalk parallel to the shoreline all constructed in and adjacent to the adjacent
waters of Pantego Creek. Also proposed is the construction of 1,024 If of vertical wall viny bulkhead to
be placed 2'waterward of an existing shoreline bulkhead (shoreline length 1,021.4 If). Associated with
the upland development will be the design and permitting of associated water and sewer service and
interior roads and parking, an 18" high retaining seat wall (790 If) located landward of the shoreline
walkways, an optional permeable surface gathering area (600 sf) at the mouth of Wynne's Gut and
connecting sidewalks with optional shade structures.A portable waste pump out or pump out facility
will be provided.The subject property is located adjacent to the public trust water of Pantego Creek and
is subject to rules associated with the CAMA Public Trust Shoreline AEC and Tar-Pamlico buffer.
The property is the former location of the Pungo District Hospital and the current owner is the Pantego
Creek, LLC (PC). The CAMA application is being submitted on behalf of Beacon Street which has entered
into a contract to purchase the property from PC for the purposes of building the development
described herein. The issuance of a CAMA permit for the development proposed in this application is a
condition of purchase. Relevant portions of the contract to purchase are provided as an attachment to
this narrative to document that position.
This the second time Beacon Street has provided information to the NC Department of Environmental
Quality (DEQ) about development of this property. I reference a February 21, 2019 scoping meeting
held at the DEQ Washington Regional Office during which the project design was presented and
discussed. Participating in the meeting were representatives of the US Army Corps of Engineers, NC
Division of Water Resources—401, NC Stormwater Management, DCM, NC Wildlife Resources
Commission, NC Division of Marine Fisheries, and the US Fish and Wildlife Service. On the development
team,Jim Wiley from Beacon Street,Joe Lassiter from Lassiter Environmental Consulting, LLC,Scott
Murray from Scott Murray Land Planning, LLC and Dwight Vernelson from Rivers and Associates were
present. For a variety of reasons the project was placed on hold after that meeting but Beacon Street
and PC continued to work towards agreement and are currently under contract and prepared to
proceed with permitting of the project.
Several additional steps have been taken in the interim to make the property consistent with the
development proposed. First, the CAMA Land Use Plan was amended by the Town of Belhaven on June
10, 2019 to make the site consistent with the proposed development. DCM certification of the LUP
amendment was obtained on July 29, 2019. Second,the property was rezoned by the Town of Belhaven
to Marine Business (MB)to ensure consistency with the development proposed, and third, following

Belhaven Water Street
Stormwater Management Narrative & Mitigation
April 23, 2021
History: At the time the original hospital expanded in 1997, new impervious surface areas (ISA)
of.79 (19.5%) ac were added to the 2.0 ac (49.2%) that existed prior to that time for a total of
2.79 ac. (68.7%) of ISA. This ISA existed until the recent closing and demolition of the hospital
buildings and was confirmed by the April 11, 2017 survey by Hugh Sorrell (see Sheet C-1).
Current Permit: (expires September 29, 2019) The current permit that was renewed in
September 29, 2009 shows 2.34 ac (57.2%) of permitted ISA based on a total site area of 4.09
ac. For unknown reasons the unaccounted .45 ac was not included in these earlier calculations.
Redevelopment Strategy: This redevelopment plan is designed to significantly reduce the ISA to
a point not to exceed the pre-1997 ISA level of 49.4% (corrected acreage) including all homes
and related drives and walks, which will create an 'equal' condition. This strategy will be
achieved by the use of grassed or otherwise pervious walkways, parking or roadways and/or
the limitation of other ISA's (rooftops, etc.). The existing BMP's will not be necessary under this
scenario and are proposed to be repurposed for sediment control prior to their removal after
the demolition of ISA to a level of 49.4% as noted above.
Any additional efforts which may be taken to (a) fill the site and redirect a significant amount of
the runoff away from the receiving body of water or disperse sheet flow and to provide
improved soil depths, (b) to increase the setbacks of ISA to the riparian buffers or (c)
elimination of curb & gutter in favor of grassed swales, etc. will then result in a 'better'
condition. While efforts will be strongly considered these additional steps are optional at the
developer's discretion.
Proposed development includes the construction of 40 residential units with possible
combination of 2 or 3 lots for a single commercial/mixed use unit, with 40 associated slips and
access piers, vinyl bulkheading replacement of existing shoreline bulkhead and construction of
an 8' 3" wide access walkway (523 linear feet where located waterward along Pantego Creek &
393 linear feet where located landward within Wynne's Gut) of the proposed replacement
bulkhead. An optional low retaining "seat wall" (18" ht. x 790 If) is proposed landward of the
constructed shoreline walkway along with an open slatted wood or permeable paver gathering
area (600 sf) at the mouth of Wynne's Gut. Other site development includes the filling of the
property to raise the building lots at or near the flood elevation. Also included is the
construction of a loop street (18' x 850 If), alley (12'-14' x 190 If), shared lane (14'x 100 If),
connecting wood or concrete walkways (4'-5' x 350 If).
Reference Pan Sheet 3.0 for detailed takeoffs and calculations.

OCM MI-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(it applicable)
Beacon Street Development Co., Inc Or Assigns Belhaven Water Street(aka Belhaven Hospital)
Applicant 1: First Name MI Last Name
James K Wiley
Applicant 2: First Name MI Last Name
na
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
6474 Raleigh NC
ZIP Country Phone No. FAX No.
27628 usa 919-795-3380 ext. - -
Street Address (if different from above) City State ZIP
see above
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Lassiter Consulting, LLC, Scott Murray Land Planning
Agent/Contractor 1: First Name MI Last Name
Joe Lassiter
Agent/Contractor 2: First Name MI Last Name
Scott Murray
Mailing Address PO Box City State
139 S. Dogwood Trail Southern Shores NC
ZIP Phone No. 1 Phone No. 2
27949 252-202-3800 ext. 252-213-9501 ext.
FAX No. Contractor#
Scott Murray Land Planning
Street Address(if different from above) City State ZIP
274 Botecourt Ct. Boydton VA 23917=
Email
[e-mail] and [e-mail]
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Form DCM MP-1 (Page 2 of 5) APPLICATION for
Major Development Permit
a Project Location
County(can be multiple) Street Address State Rd.II
Beaufort 202 E. Front St. (akd Water St.) na
Subdivision Name City State Zip
na Belhaven NC 27810-
Phone No. Lot No.(s) (it many,attach additional page with list)
na- - ext. 1,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pamlico Pantego 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 Pamlico 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.
Belhaven, NC
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
1,021.4 If 176,810.28 sf
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water)or
see attached Exhibit-MP-1-A, NWL(normal water level)
(II many lot sizes,please attach additional page with a list) 4' ❑NHW or®NWL
e. Vegetation on tract
warm season turf grasses
f. Man-made features and uses now on tract
Asphalt parking areas,concrete equipment pads,concrete boat ramp,failing bulkhead
g. Identify and describe the existing land uses adjacent to the proposed project site.
Town Park vacant lot east of site, former Chamber of Commerce building west of site- both zoned Marine Business
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
.Marine Buisness (Attach zoning compliance certificate,if applicable)
®Yes ❑No DNA
j. Is the proposed activity pan of an urban waterfront redevelopment proposal? ®Yes ❑No
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. Dyes ®No DNA
It yes,by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Ves ZNo DNA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 5) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? Dyes ®No
(ii)Are there coastal wetlands on the site? [Wes ®No
(iii) If yes to either(i)or(ii)above,has a delineation been conducted? DYes ❑No
(Attach documentation,if available)
n. Describe existing wastewater treatment facilities.
Central sewer provided by Town of Belhaven
o. Describe existing drinking water supply source.
Town of Belhaven public water system
p. Describe existing storm water management or treatment systems.
Gravity sheet flow from existing impervious routed through vegetated buffer/wetlands to Pantego Creek+partial runoff
captured by onsite BMP's
5. Activities and Impacts
a. Will the project be for commercial,public,or private use? ['Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose,use,and daily operations of the project when complete.
Site will operate as a single family residential community with an associated 40 slip open water marina.A possible
recombination of 2 +/- lots may serve to accommodate a low-volume restaurant or similar commercial use.
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.
Construction of the dwelling units, bulkhead,shoreline walkway, retaining wall and slips will require dump trucks,excavators,
front end loaders,concrete trucks,small barge and boats for slip construction
d. List all development activities you propose.
Construction of 40 residential units with possible combination of 2+/- lots for a single commercial/mixed use,with 40
associated slips,access piers,vinyl bulkheading replacement of existing shoreline bulkhead and construction of an 8'3"wide
access walkway.Walkway lengths are 523 If where located waterward along Pantego Creek&393 If where located landward
or the replacement bulkhead within Wynne's Gut. An optional low retaining "seat wall" (18" ht.x 790 If) is proposed landward
of the constructed shoreline walkway along with an open slatted wood or permeable paver gathering area (600 sf)at the
mouth of Wynne's Gut.Other site development includes the filling of the property to raise the building lots at or near the flood
elevation. Landward site development includes the construction of a loop street(18'x 850 If),alley(12'-14'x 190 If), shared
lane(14'x 100 If), connecting wood or concrete walkways(4'-5'x 350 If). Connecting walkways may include(2) 120 sf each
shade structures within the AEC.
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? 4.06 ❑Sq.Ft or®Acres
g. Will the proposed project encroach on any public easement,public accessway or other area Dyes ®No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
There will be storm water flow from the impervious surfaces located on the site. An approved storm water management plan
will be implemented to minimize impacts. Stormwater management plan is being prepared and will be submitted to DEQ for '.
review and appproval. Impervious surface will decrease in the Tar-Pamlico buffer. Current site plan reduces existing
impervious suface by approximately 19%. See attached Email response from Annette Lucas dated 6-13-2019
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No DNA
If yes,will this discharged water be of the same salinity as the receiving water? Dyes [No ®NA
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Form DCM MP-1 (Page 4 of 5) APPLICATION for
Major Development Permit
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes,attach a mitigation proposal.
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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 Phone No. [phone]
Address P.O.Box 220 Belhaven,NC 27810
Name COOPER DURWARD LANCE JR Phone No.252-796-930
Address 38 E.Bay St. Belhaven,NC 27810
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.
NCDENR SW 7970810
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 properly 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.
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 February 2,2021 updated 4-23-2021 Print Name James . Wiley, President Beacon S t Development Co., Inc.
Signature
Please indicate application attachments pertaining to your p osed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
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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 Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
Length no dredging
Width no dredging
Avg. Existing 4'to 7.0'+ NA NA
Depth
Final Project 4'to 7.01+ NA NA
Depth
1. EXCAVATION This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW),submerged aquatic vegetation(SAV),shell bottom (SB),
or other wetlands(WL)? It any boxes are checked,provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii)Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
Dyes DNo DNA Oyes ❑No DNA
(li) It no,attach a letter granting permission from the owner. (ii) If yes,where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW),submerged aquatic vegetation(SAV),shell bottom(SB), Oyes ❑No DNA •
or other wetlands(WL)? If any boxes are checked,provide the
number of square feet affected. (ii) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
OWL ❑None
(li) Describe the purpose of disposal in these areas:
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Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4—Structures)
a. Type of shoreline stabilization: b. Length: L024 as measured at 2'offset from ecistino bulkhead
®Bulkhead ❑Riprap ❑Breakwater/Sill ['Other: Width: 2'
c. Average distance waterward of NHW or NWL: 2'(total lengith at 2' d. Maximum distance waterward of NHW or NWL: 2'
offset=1,024 If)
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Vertical wall vinyl sheet pile bulkhead months?
®Yes ❑No DNA
(ii)If yes,state amount of erosion and source of erosion amount
information.
In areas where existing bulkhead has failed erosion is occuring
Approximately 3,092 sf total(108 cy below NWL+344 cy+/-
above NWL)measured during April 2021. Likely cause is water
level fluctuations and storm flooding and normal runoff.
Bulkhead may be raised up to 12"-18"over current elevation
(optional).
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 2,048 sf Riprap A clean earthen fill
Breakwater/Sill Other See Item 3.f for backfill of
eroded areas behind existing bulkhead(3,092 sf).See Item 4.a
below for ramp removal fill(610 sf)and inset slip removal fill
(1,000 sf).See Sheet 3.0 for detail and estimated volumes of
proposed fill below NWL.
i. Source of fill material.
From an approved uplands source.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ❑No DNA b. (i)Will fill material be placed in coastal wetlands/marsh(CW),
If yes, submerged aquatic vegetation(SAV),shell bottom(SB),or
(ii)Amount of material to be placed in the water Fill of other wetlands(W L)? If any boxes are checked,provide the
Existing Boat Ramp(610 sf/45 cv below NWL)and till of inset number of square feet affected.
dock/slip(1,000 sf/111 cv below NWL).Both Areas to be ❑CW EISAV ❑SB
behind proposed bulkhead. OWL ZNone
(iii) Dimensions of fill area 440'x 450'+/-(4)acres See Sheet (ii)Describe the purpose of the fill in these areas:
3.0 for proposed site grading
(iv) Purpose of fill
Excluding the proposed fill required for backfill of bulkhead
and eroded areas,ramp&inset slip as noted above,
additional on-site fill of will be used to elevate lots and
provide for positive sheet flow drainage across entire 4 acre
site.Added fill will help to elevate lots and homes above the
100 yr.base flood elevation of 5.0'. None of this fill will be
placed within the waters of Pantego Creek or Wynne's Gut.
Total maximumm site fill will be 14,805 CY+/-.This fill
includes 176 cy for the backfill of the low retaining wall if
constructed vs.sloping that limited area at a 4:1 +/-slope.
All site fill other than that required for bulkhead,bmp's and
ramp backfill is optional and will be determined by
availability and cost.
5. GENERAL
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Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
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 Sedimentaton and Erosion Control plan will be prepared and dump trucks,grader,front end loader.
approved. Preliminary plan attached showing construction
entrances,silt fences and temporary sediment basins.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
Dyes ®No DNA site? Dyes ®No DNA
(ii) 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.
na
February 2,2021 updated 4-23-2021
Date
Belhaven Water Street
Project Name
Beacon Street Development Co., Inc.
Applicant Name
James K.Wiley, President
Applicant Signature )
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

Form DCM 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 DEVELOPMENT
a. Type and number of buildings,facilities,units or structures b. Number of lots or parcels.
proposed. 40 lots
40 residential lots/units-2 of which may be combined into a
non-residential as allowed by Marine Business zoning. Site
development structures include a loop street(18'x 850 If),
alley (12'-14'x 190 If)and shared lane (14'x 100 If),
concrete connecting walkways perpendicular to the
proposed shoreline boardwalk(5'x 160 If+/-),two shade
structures related to the connecting walks (10'x12'each),
concrete or permeable walkway parallel to the Pantego
Creek boardwalk(4'x 240 If+n optional low retaining "seat
wall" (18" ht.x 790 If),concrete hog slat or PTSP(pressure
treated southern pine)wood landside walkway behind new
bulkhead along Wynne's Gut(8'-3"x 393 If), permeable
paver or wood gathering area at the mouth of Wynne's Gut
landward of the new bulkhead(600 sf+/-)
c. Density(give the number of residential units and the units per d. Size of area to be graded,filled,or disturbed including roads,
acre). ditches,etc.
40 units @ 4.06 acres equals 9.85 units/acre 4.06 acres
e. If the proposed project will disturb more than one acre of land,the f. List the materials(such as marl,paver stone,asphalt,or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing asphalt, concrete, marl and aggregate base course (ABC),
activity begins.
pavers and rooftops
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No DNA
(ii) If yes,list the date submitted: being prepared
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces,such as require a Stormwater Certification.
pavement,building,rooftops,or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
14.2%within the 30'AEC (reduced from 28.4%existing Dyes ®No DNA
ISA)
(ii)If yes,list the date submitted: see attached Stormwater
i. Give the percentage of the entire tract to be covered by impervious Management Plan Sheet 3.0. Stormwater Management
and/or built-upon surfaces,such as pavement,building,rooftops, Narrative and Mitigation.
or to be used for vehicular driveways or parking.
approimately 49.4% (reduced from 68.7%existing ISA)
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item(i)received state or local
Central sewer from Town of Belhaven approval?
Dyes ®No DNA
252-808-28082 :: 1-888-4RCOAST ::www.nccoastalmanagement.net revised: 12/261'06

Form DCM MP-3 (Upland Development, Page 2 of 2)
If yes,attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state(e.g.,surface runoff,sanitary wastewater, industrial/ design?
commercial effluent,"wash down"and residential discharges). ®yes ❑No DNA
Runoff of rainwater from impervious surfaces including If yes,attach appropriate documentation.
roads, parking and rooftops. Stormwater design is
proposed to include a 19%+/-reduction in impervious
surface and may include other innovative stormwater
measures (See Preliminary Stormwater Management
Plan and Stormwater Management Narrative)
m. Describe proposed drinking water supply source(e.g.,well, n. (i) Will water be impounded? Dyes ®No DNA
community,public system,etc.) (ii) If yes,how many acres?
Town of Belhaven public water supply
o. When was the lot(s)platted and recorded? p. If proposed development is a subdivision,will additional utilities be
see attached deed. installed for this upland development?
®Yes DNo DNA
February 2,2021 updated 4-23-2021
Date
Belhaven Water Street
Project Name
Beacon Street Development Co., Inc.
Applicant Name
James K.Wiley, President
Applicant Signature n^^^/ 4 /
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12126/06

Form DCM MP-4
STRUCTURES
(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 ❑This section not applicable
a. (i) Is the docking facility/marina: b. (i)Will the facility be open to the general public?
['Commercial ['Public/Government ['Private/Community Oyes ®No
c. (i) Dock(s)and/or pier(s) d. (i)Are Finger Piers included? ®Yes ❑No
(ii)Number 2 boat docks, 1 day dock. If yes:
(Hi)Length boat piers are 197',208', 52'day dock (ii)Number 120)3'x 24'& (4)6'x 24'end tees
(iv)Width 8'3"walkway-see plan for overall (iii)Length 24'
dimensions (iv)Width 3'and 6'(end tees only)
(v) Floating RYes ❑No (v) Floating Dyes No
e. (i) Are Platforms included? ®Yes ❑No f. (i) Are Boatlifts included? ®Yes ❑No
If yes: If yes:
(ii) Number 7 (ii) Number 32 and 8 for total of 40(optional a owner's
(iii)Length j1) at west end 18'x 22', (2) at ends of both discretion)
piers 10'x 12'+ (1)at day dock 18'x 22' + (2) 16'x 20' On Length 12.5'and 14'respectively
kayak floats+ (1) 10'x 20'kayak float (iv)Width 12
(iv)Width varies 10'-22'
(v) Floating ®Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
40 ❑Full service,including travel lift and/or rail,repair or
(ii) Number of slips existing maintenance service
0 ❑ Dockage,fuel,and marine supplies
® Dockage("wet slips")only,number of slips: 40 wetslips with
boat lift options
❑ Dry storage;number of boats:
❑Boat ramp(s);number of boat ramps:
®Other,please describe:
day dock+kayak launch along each pier access walk
i. Check the proposed type of siting: j. Describe the typical boats to be served(e.g.,open runabout,
❑ Land cut and access channel charter boats,sail boats,mixed types).
['Open water;dredging for basin and/or channel Open power boats approx. 16 to 26'
®Open water;no dredging required
❑Other;please describe:
k. Typical boat length: 22' I.
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12127/06

Form DCM MP-4 (Structures, Page 2 of 4)
m. (i)Will the facility have tie pilings? (i)Will the facility be open to the general public?
®Yes ❑No ❑Yes ®No
(ii) If yes number of tie pilings?
166 max if all slips have lifts(4 regd. per lift).
This does not incude the piling required for walkway
platform& kayak construction or(6)piling required for
kayak floating sections.
2. DOCKING FACILITY/MARINA OPERATIONS El This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑Office Toilets
❑Toilets for patrons;Number: ; Location:
❑Showers
Boatholding tank pumpout;Give type and location: Portable on dock or optional pump out station as shown on Wynne's Gut
boardwalk
b. Describe treatment type and disposal location for all sanitary wastewater.
Pump to Town of Belhaven central sewer system
c. Describe the disposal of solid waste,fish offal and trash.
No fish offal. Trask collected by Town of Belhaven
d. How will overboard discharge of sewage from boats be controlled?
Boats will be too small for live aboard. No overnight stays allowed.
e. (i)Give the location and number of"No Sewage Discharge"signs proposed.
one posted centrally at marina boardwalk
(ii)Give the location and number of"Pumpout Available"signs proposed.
One at central location adjacent the Day Dock
f. Describe the special design,if applicable,for containing industrial type pollutants,such as paint,sandblasting waste and petroleum products.
na
g. Where will residue from vessel maintenance be disposed of?
na
h. Give the number of channel markers and"No Wake"signs proposed. 3
i. Give the location of fuel-handling facilities,and describe the safety measures planned to protect area water quality.
One will be placed at the end of each dock
j. What will be the marina policy on overnight and live-aboard dockage?
not allowed
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12'27/06

Form DCM MP-4 (Structures, Page 3 of 4)
k. Describe design measures that promote boat basin flushing?
The marina is proposed in open water will no dredging or man-made restriction to natural water flow.
I. If this project is an expansion of an existing marina,what types of services are currently provided?
na
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
Oyes NNo
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
Oyes ZNo
o. Is the marina/docking 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
OWL ZNone
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ['Yes NNo
If yes,give the name and address of the leaseholder(s),and give the proximity to the lease.
na
3. BOATHOUSE(including covered lifts) aThis section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliGGovernment ['Private/Community
(ii)Number
(iii)Length
(iv)Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN(e.g., wood,sheetpile, etc. If a rock groin, use MP-2, Excavation and Flit) aThis 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
c. Maximum distance beyond NHW,NWL or wetlands
6. MOORING PILINGS and BUOYS aThis section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑PubliGGovernment ❑Private/Community
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 4 of 4)
c. Distance to be placed beyond shoreline d. Description of buoy(color,inscription,size,anchor,etc.)
Note: This should be measured from marsh edge,if present
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s)to adjacent riparian property lines b. Proximity of structure(s)to adjacent docking facilities.
50'+ 70' in Wynne's Gut to proposed day dock
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
2,000' Panteqo Creek,Wynne's Gut varies 50'to 96' 5.0'to 6.0'depending on pier location.
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No DNA
(ii) If yes,explain what type and how they will be implemented.
no excavation or marina channel proposed
8. OTHER
®This section not applicable
a. Give complete description:
February 2, 2021 updated 4-23-2021
Date
Beacon Street Development Co., Inc.
Project Name
Belhaven Water Street
Applicant Name
James K.Wiley, President
Applicant Signature X
ii,/
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

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___--, STAT£aF"
OF ^'
ROY COOPER r_
Governor V o
26
DIONNE DELLI-GATTI f a
rza� '
Secretary *�Af Qunn n°Fs*='
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
April 29, 2021
MEMORANDUM:
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.bodnar(c ncdenr.gov
SUBJECT: CAMA Major Permit Application Review
Applicant: Beacon Street Development Co., Inc
Project Location: 202 East Front Street adjacent to the Pantego Creek Beaufort County
Belhaven
Proposed Project: Propose to develop a 40 lot residential development, upland fill, retaining
wall, 40 slips private marina, bulkhead, board walk, kayak launches.
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 May, 20 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
D_E North Carolina Department of Environmental Quality I Division of Coastal Management
Q�� Washington Office 1943 Washington Square Mall I Washington,North Carolina 27889 1252.946.6481
•/ Wilmington Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405 1910.7.96.7215
NORTH CAROLINA Morehead City Office 1400 Commerce Avenue I Morehead City,North Carolina 28557 1252.808.2808
Departmental Environmental Quality
Elizabeth City Office 1401 South Griffin Street,Suite 300 I Elizabeth City,North Carolina 27909 1252.264.3901