20210442 Ver 1_CAMA Application_20210217

ROY COOPER
MICHAEL S. REGAN
BRAXTON DAVIS
"!or. I)/,!wm of Coogal
Managenr
February 17, 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)
[e-mail]
SUBJECT: CAMA Major Permit Application Review
Applicant: Beacon Street Moss East LLC.
Project Location: on Pamlico River at 515 Water St. in the City of Washington in Beaufort Co.
Proposed Project: The applicant proposes to construct a 50 lot subdivision with a private marina,
bulkhead, boardwalk, river bottom debris removal and wooded wetland fill.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gre_q_q Bodnar at the address above by March 9, 2021. If you have any questions
regarding the proposed project, contact Kelly Spivey [phone] when appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave. Morehead City, NC 28557 [phone]

• ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
NORTH OAROLINA Director, Division ofC'omsal
E nrv.]nraanl.d Uuohn Management
February 17, 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)
oregg.bodnarOncdenr.gov
SUBJECT: CAMA Major Permit Application Review
Applicant: Beacon Street Moss East LLC.
Project Location: on Pamlico River at 515 Water St. in the City of Washington in Beaufort Co.
Proposed Project: The applicant proposes to construct a 50 lot subdivision with a private marina,
bulkhead, boardwalk, river bottom debris removal and wooded wetland fill.
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 March 9, 2021, If you have any questions
regarding the proposed project, contact Kelly Spivey [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
AGENCY
SIGNATURE
DATE
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave. Morehead City, NC 28557 [phone]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Beacon Street Moss East, LLC, Moss East
2. LOCATION OF PROJECT SITE: on Pamlico River at 515 Water St. in the City of Washington, in
Beaufort County, North Carolina
Location - 35' 32' 15" N 770 2' 56" W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8 February 2021
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received —12 February 2021
Office — Washington
6. SITE DESCRIPTION:
(A)
(B)
(C)
(D)
(E)
Local Land Use Plan — City of Washington
Land Classification from City of Washington LUP — future land use (high density residential/mixed
use), water (hydrology, inland waters)
AEC(s) Involved:, PTA, PTS
Water Dependent: YES
Intended Use: Private
Wastewater Treatment:
(F) Type of Structures:
Existing — City of Washington sewer
Planned — City of Washington sewer
Existing —buildings, parking/driveways, concrete debris shoreline
Planned — subdivision, community pier, bulkhead, 3 marina piers
(G) Estimated Annual Rate of Erosion: 1.0'
Source - applicant
HABITAT DESCRIPTION:
DREDGED
[AREA]
FILLED OTHER
(A) Vegetated Wetlands
f5,756 ftz filled
(B) Pamlico River bottom
t2,280 ftz filled
t18,716 ftz shaded
(bulkhead)
(piers)
(C) Other
f 287,496 ft2
Highground
(D) Total Area Disturbed: f7.2 acres (f314,248 sq. ft.)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC NSW Open: no
8. PROJECT SUMMARY: The applicant proposes to construct a 50 lot subdivision with a private marina,
bulkhead, boardwalk, river bottom debris removal and wooded wetland fill.

Beacon Street Moss East, LLC
Moss East
515 Water Street, Washington
Beaufort County
Project setting
Lassiter Consulting, LLC and Scott Murray Land Planning on behalf of Beacon Street Moss
East, LLC. has submitted the attached CAMA Major Permit application for construction of a 50 lot
subdivision with a private marina, bulkhead, boardwalk, River bottom debris removal and wooded
wetland fill. The project site is located at 515 Water Street in the City of Washington downtown area
on the Pamlico River in Beaufort County North Carolina.
The project site was most recently a lumber and builders supply store. The project site has 3
large metal buildings atop concrete pads. There is currently approximately 1,080 ft' of impervious
surface located within 30' of the Normal Water Level (NWL). A large portion of the uplands serves
as driveways/parking and lumber laydown areas. The elevation is approximately 5'-6' above NWL.
The facility has been in its current configuration for many years. Prior to its most recent use the
existing buildings were part of a larger lumber sawmill that operated immediately to the west of this
property. The property to the west which was the sawmill has been developed as Moss landing. Moss
Landing is a single-family residential subdivision separated from the Pamlico River by a large storm
water pond that serves as a drainage basin for downtown Washington. A rip rap revetment is located
between the storm water pond and the Pamlico River. Moss Marina is located immediately water
ward of the rip rap revetment. This marina was permitted via CAMA Major 98-06. The City of
Washington maintains a public boardwalk parallel to the shoreline within the storm water pond. The
property to the east (downstream) is the Carolina Coastal Railway. This railroad crosses the river
immediately east of the proj ect site. There is an old railroad spur that leads into the project site that is
no longer in use.
The site has approximately 980 linear feet of shoreline that is stabilized with broken concrete
debris. Woody vegetation has grown through the stabilized concrete debris. Additionally, the entire
length of the shoreline is vegetated with vines, briars, scrub shrubs and various hardwood species
ranging in size from Y-10" diameter at breast height (DBH). This vegetation is located immediately
landward of NWL ranging from 20% 30' in width. Wooded wetlands are present on the east side of
the property adjacent to the railroad. The applicant has calculated that the project site is
approximately 74% (220,846 ftz) impervious.
Water depths in the area immediately adjacent to the project site range from 3.5'-5.0' below
NWL. Given the historical use of the property as a sawmill and lumber yard the applicant conducted
an underwater sonar survey to identify underwater pilings and wooden debris.

Beacon Street Moss East, LLC
Moss East
515 Water Street, Washington
Beaufort County
Page 3
Anticipated impacts
The construction of the bulkhead will result in the filling of approximately 2,280 ft2 of Public
Trust area. The construction of the boardwalk and piers, finger piers and platforms will result in the
shading of approximately 18,716 ft2 of Public Trust Area. The construction of the private marina
slips (lifts), docks, mooring facilities and community pier will usurp 25,668 ft2 of public trust area.
There will be an undetermined amount of bottom disturbance due to the removal of submerged
pilings and woody debris.
The project will result in the filling of approximately 5,587 ft2 of jurisdictional wooded
wetlands. This amount, comprising of two separate areas, is described above and in the narrative. A
land disturbance of 6.6 acres is proposed. The impervious surface on the site will be reduced from
74.1% to 56%. The construction of 17 homes will impact the 50' Tar -Pamlico Basin Buffer. A
scoping meeting was held in the Washington Regional Office on 4 June 2020 for this proposed
project.
Kelly Spivey — 15 February 2021

Aarthorized A; ent Consent Agreement
h_ JAmES (Property , Wi%By herby authorize Tobin Ja3,Tettertonof
Owner(s)) "
T,I's marine Construction, LLC to act on my behalf in obtaining CANIA permits fm-
the location listed below.
PROPERTY ADDRESS:
NCB
PROPERTY OWNER'S iMAILING ADDRESS:
_deacon MDss��ccor�
(o qt q
PROPERTY OWNER'S SIGNA
AUTIIORIZF,D AGENT SIGNA
DATE:
W%Authorized Agent Cnsem.Agree.
M osS La ' lam(✓

BEACON STREET MOSS EAST, LLC — MAJOR LAMA PERMIT APPLICATION NARRATIVE
The following is a project narrative which provides an overview of the Major CAMA Permit application
prepared for the proposed Beacon Street Moss East project. The subject 6.84 acre property is located at
515 Water Street on the waterfront adjacent to the Pamlico River in the City of Washington, Beaufort
County, NC. The project applicant is Beacon Street Moss East, LLC (Moss East) and the property owner is
Beacon Street Moss East, LLC. There are six associated upland development and waterfront/marina
development plans that have been prepared by Scott Murray Land Planning, Inc. (SMLP) and Mayo Land
Survey (Mayo). The plans include a (1) boundary survey by Mayo that shows existing impervious surface
and a 404 wetlands delineation,(2) a project site plan showing the proposed LAMA project, (3) a
stormwater management plan, (4) a shoreline development plan that provides additional detail
concerning waterfront development (5) a detailed/cross sectional plan that documents how the piers
and slips, bulkhead and boardwalk will be constructed, (6) a plan showing impacts within the Tar -
Pamlico buffer and the Public Trust Shoreline AEC. Also included are an underwater sonar survey
prepared by Thompson Maritime Consulting showing the location of remnant pilings in the Pamlico
River, a Stormwater Management Plan narrative prepared by Scott Murray, and a letter of zoning
compliance from the City of Washington. Site analysis, permit design and application preparation
assistance are provided by Lassiter Environmental Consulting, LLC (LEC).
The project is located on the former Litchfield property and lies within a designated Urban Waterfront
as defined in NCAC 7H .0209 (g). Existing onsite development includes three large metal buildings with
associated concrete pads, parking, and driveways. Impervious surface is calculated to be 220,846.4 sq.
ft. which equals 74.1% of the total site. The existing 980 If shoreline is stabilized with riprap using a
combination of concrete, construction rubble and brick. The riprap is currently in a state of disrepair
and inadequate to protect the shoreline from erosion. The current erosion of the shoreline is
approximately 1' in the areas where the riprap has deteriorated. Erosion appears to be caused by
fluctuating water levels and river current flow in the Pamlico River. The shoreline is vegetated with a
variety of invasive woody vines and volunteer small trees and shrubs. Section 404 wetlands are present
and have been delineated by LEC and surveyed by Mayo (see attached boundary survey). The applicant
has submitted to the USACE information concerning the delineation of the 404 wetlands. The property is
provided urban level services by the City of Washington including central water and sewer, police and
fire protection, and solid waste collection.
Included with this narrative are NC DCM Forms MP -1, 2, 3 and 4, certified letters to adjacent riparian
property owners, a copy of the deed, a check for $400 for the permit application fee, and the six site
plans, underwater sonar and zoning compliance listed in paragraph one.
Proposed upland development includes the construction of 51 structures with associated roads and
parking. 50 of the units will be single family residential and 1 will be an associated retail/commercial
building. Existing impervious coverage is 74.1%. The proposed development will result in an
approximately 17% total reduction of impervious surface. That reduction in impervious surface along
with innovative stormwater design to include "Subsurface Flow Spreaders" are considered mitigating
measure as indicated in MP-3 m (see Stormwater Management Plan (3) for details). It is recognized that
a stormwater management application, sedimentation and erosion control plans and design and
approvals for the extension of water and sewer to the development. That processRELMEIVED
FEB 5 2021
{i�/IVI—YYARt"s

Page 2, Beacon Street Moss East Narrative
Proposed shoreline enhancement and stabilization includes the construction of 1,140 If x 2' wide vertical
wall vinyl bulkhead located from 2' to 6' waterward of normal water level (NWL). Bulkhead location is
driven by the extent and location of existing shoreline riprap. Associated with the bulkhead will be a
930 If long x 8'3" wide boardwalk running along the shoreline and constructed waterward of the
proposed bulkhead.
An associated marina development is proposed within the Public Trust Waters of the Pamlico River. The
marina will consist of three piers with a total of 50 boat slips with associated optional boat lifts and a
fourth community pier. The three piers will be as follows; west pier 200' long x 8'3" wide, center pier
225 long x 8'3" wide, and eastern pier will be 195' long x 8'3" wide. 10' x 12' shade structures are
proposed at the end of each pier. The boat slips will be approximately 25' long x 12' wide with
associated finger piers and mooring pilings. Including the pilings required to build boat lifts
approximately 224 tie & guide pilings will be installed as a part of the slip construction. The fourth pier
(community pier) will be 165' long and 8'-3" wide. The 8' 3" width of the piers is proposed to provide
safe passage to boat owners and their guests. With slips on both sides and associated boating
equipment, carts, pedestrian traffic and storage on the docks it is the applicants' position that a typical
6' wide dock is inadequate for the use and safety of owners and visitors utilizing the piers. The access
walk is also proposed to be 8' 3" due to anticipated pedestrian traffic and to allow room for benches,
light bollards, carrying or towing of kayaks, paddleboards, canoes, etc. The total area of piers and docks
impacting Public Trust Area does not exceed 26,460 sf (980 If x 27 sf/If). A summary table of these
calculations is included on the Sheet 0.0 and 4.0 of the plan set. The marina lies within water depths
ranging from -3.5' to -5.0 of depth at NWL. Average depth is approximately -4.0'. We are advised by the
NC Wildlife Resources Commission that this area of the Pamlico River is designated as an Inland Primary
Nursery Area. Therefore, no dredging activities are proposed in this application.
A review of the area where the marina slips and fairways will be located indicates that there are a
number of relic pilings and wooden debris in the project area. Attached to this narrative is an
underwater sonar survey prepared by Thompson Marine Consulting. The sonar indicates the location of
what appear to be pilings once associated with old piers and walkways. The sonar indicates the majority
of the pilings are centrally located, and this is the area in which the majority of the piling removal will be
focused. There are also other scattered pilings in the area denoted on the waterfront development site
plan (Sheet 5) that will need to be removed to provide safe navigation to the marina. I further reference
the onsite review by Toby Tetterton representing Us Marine Construction of the area and his
confirmation concerning piling locations. Following his review, the proposed methodology for removal
of the pilings is to place a hollow metal pipe over the piling extended to the existing bottom contour and
to snap the piling at bottom level and remove. The removal will be kept to the minimum necessary to
provide safe ingress and egress of vessels utilizing the marina.
There are jurisdictional Section 404 wetlands located on the property along the northeastern property
boundary. The delineated wetlands are depicted on the boundary survey prepared by Mayo Land
Surveying. The wetlands plan sheet 1 and associated documentation and data sheets have been
RECEIVE®
FEB 5 2021
IDCM-WARD

submitted to the US Army Corps of Engineers (USACE). The wetlands line has currently not been
confirmed by the Corps. Based on the current delineation there are a total of 5,587 sq. ft. of
Page 3, Beacon Street Moss East Narrative
jurisdictional wetlands on the subject property. The site plan proposes two areas of Section 404
wetlands fill and represents the applicant's best efforts to avoid and minimize wetlands impacts to the
fullest extent possible. Area 1 is 1,400 sq. ft. and is required to tie the interior roads in the Moss East
project to the existing Charlotte St. right of way. The road extension is required to enhance and provide
safe passage to owners and visitors to the project and to facilitate fire, rescue and trash collection. The
second area of fill totaling 4,356 sq. ft. is on Lot 19 and Lot 20. The fill is required to facilitate the
construction of a residential structure on the lot and to provide positive drainage to the proposed unit.
It is anticipated that compensatory mitigation may be required by USACE for the wetlands impacts and
we anticipate completing that process as required by USACE as a part of their review and comments
during the Major CAMA application process.
A DEQ scoping meeting was held at which DWR staff were in attendance. The date of the meeting was
June 4, 2020 and this project was discussed. This meeting met the requirement for requesting a pre -
filing meeting under 40 CRF Part 121 for 401 Certifications in accordance with the federal Clean Water
Act.
The project proponent hereby certifies that all information contained herein is true, accurate, and
complete to the best of our knowledge and belief.
The project proponent hereby requests that the certifying authority review and take action on this CWA
401 certification request within the applicable reasonable period of time.
Thank you for your review of this Major CAMA application. If you have questions, comments or need
additional information please contact Joe Lassiter at 252.202.3800 or at iosephslassiter(@email.com .
RECEIVED
FEB 5 2021
DCM-WAR®

Moss East
Stormwater Management Plan Narrative and Mitigation Proposal
December 20, 2020
Existing Conditions
Moss East is the site of a former planning mill and is currently operated as a building supply
company. Comprised of 3 parcels the total land area is 6.842 (298,038 sf) ac. Another 2.56 +/-
acres of offsite drainage to the north currently flows through the subject property. Existing
built -upon area totals 5.07 ac (220,846 sf) within the project boundaries. This area of
impervious surfaces comprise 74.1% of the project site. Sheet 1.0 Boundary Survey & Existing
Conditions documents the areas of site described above. Current stormwater runoff sheet flows
unimpeded into the Pamlico River. Two small 404 wetland areas totaling .32 acres lie within the
site at the eastern most property corner.
Proposed Development
The current owner has submitted plans to develop 50 residential and 1 commercial lot on the
property. A network of compact private streets provide access to the lots. Curb & Gutter is
required for all streets.
Stormwater Management Plan and Mitigation
Three drainage areas make up the total 9.4 ac drainage area. Sheet 3.0 Preliminary Stormwater
Management Plan and Sheet 6.0 Tar -Pam Buffer Impacts illustrate how a reduction of
impervious surface of 18.4% +/- from that which exists is anticipated for the overall site. Within
the CAMA AEC a reduction of .9% (252 sf) of the total CAMA AEC area (29,428 sf) is projected. A
reduction of 2.55% (1,000 sf) is projected for the area within the Tar -Pam 50' Buffers. These
areas are shown in detail on Sheet 6.0.
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1��M-r�®

Drainage Area 'A' (.9 ac) originates along the eastern right-of-way of S. McNair St. and the
southern right-of-way of Water St. stormwater is collected within the street network and
conveyed via Alley'A' to a Subsurface Flow Spreader as detailed on Sheet 3.0 Preliminary
Stormwater Management Plan. Access to the flow spreader is maintained through a 10' wide
common area.
Drainage Area'B' sheet flows runoff from residential lots 3-20 along the 1,700 If linear park
area and shoreline frontage and to the Pamlico River and 404 wetland avoiding concentration
of runoff in any one area. Pervious areas of the lots and the linear park will be stabilized with a
warm season turf grass such as St. Augustine or similar. The use of fertilizers will be limited to
initial turf establishment.
Drainage Area 'C' conveys water collected with the streets and alleys, including that which is
transmitted from off -site and discharges it into a level spread located within the 404 wetland
area to the east.
The foregoing narrative describes the preliminary design concept. The actual amounts may vary
slightly with final engineering. Final engineering will incorporate review comments and specific
concerns. We submit that (a) this reduction in ISA, (b) the routing of Drainage Area 'A' through
the subsurface Flow Spreader, (c) the sheet flow of Drainage Area 'B' through the vegetated
linear park and (d) the routing of Drainage Area 'C' through the 404 wetlands, combined
mitigates the impacts to the 404 wetlands being proposed.
End
Scott Murray, RLA, LEED-AP
RECEIVED
TR 5 2021
DCM-VV RO

ON MP4
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Beacon Street Moss East, Llc
Moss East
Applicant 1: First Name
MI
Last Name
James
K
Wiley
Applicant 2: First Name
MI
Last Name
na
It additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
State
6474
Raleigh
NC
ZIP
Country
Phone No.
FAX No.
27628
use
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
RECEIVED
[e-mail] and [e-mail]
4F
FEB 5 2021
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252.80E-2808 :: 1-888-4RCOAI; WWW.astalmanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Beaufort
515 Water St.
na
Subdivision Name
City
State
Zip
na
Washington
INC
27889-
Phone No.
Lot No.($) (if many, attach additional page with list)
na- - ext.
1, 1 1 ,
a. In which NO river basin is the project located?
b. Name of body of water nearest to proposed project
Pamlico
Pamlico River
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?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Washington, NC
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sci t.)
980 If
298,037.52
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
298,037.52, 1 3
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
5-6' ❑NHW or ®NW L
e.
Vegetation on tract
volunteer native grasses, woody vines and small to medium volunteer trees
I.
Man-made features and uses now on tract
Three metal buildings with associated concrete pads, materials storage and parking. Rip Rap shoreline stabilization.
g.
Identify and describe the existing land uses da latent to the proposed project site.
Single, railroad track and tressel, fuel storage and refueling. Moss Marina and City of Washington Boardwalk..
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
.131 H. Special use permit approved by Washington Board
(Attach zoning compliance certificate, if applicable)
of Adjustments on December 17, 2020
®Yes []No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ®Yes ❑No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes []No ❑NA
If yes, by whom? Thompson Maritime Consulting,
LLC
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? R C
CEivEn
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252-808.2808 .. 1-888-4RCOAST .. w vd w. i,, c o a 5 t a l m a n a 9 er SpYARO

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(if) Are there coastal wetlands on the site? ❑Yes ENo
(III) If yes to either (i) or (if) above, has a delineation been conducted? EYes ❑No
(Attach documentation, it available)
n. Describe existing wastewater treatment facilities.
Central sewer provided by Town of Washington
o. Describe existing drinking water supply source.
Town of Washington public water system
p. Describe existing storm water management or treatment systems.
Gravity sheet flow from existing impervious routed through vegetated buffer/wetlands to Pamlico River.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
EPrivate/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 50 slip open water marina.
c. Describe theproposed 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, boardwalk 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 50 residential units and 1 commercial/mixed use unit, with 50 associated slips and access piers, vinyl
bulkheading of existing shoreline and construction of an 8' 3" wide boardwalk waterward of the proposed bulkhead.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 289,037 ESq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ENo ❑NA
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 not increase in the Tar -Pamlico buffer. Current site plan reduces existing
impervious suface by approximately 17%
L Will wastewater or stormwater be discharged into a wetland? EYes ❑No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ENo ❑NA
j. Is there any mitigation proposed? EYes []No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
RECEIVED
FEB 5 2021
252.808.2808 :: 1-888-4RCOA5T :: www.nccoastalmanagem_►twWCtWAR0

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (fj are always applicable to any major development application. Please consult the application
instruction booklet on how to property 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 Norfolk Southern Raliway/Carolina Coastal Railway Phone No. 252-237-8259
Address Tax Department 110, Franklin Rd. SE, Roanoke, Va 24042
Name City of Washington, Director of Planning Phone No. 252-975-9384
Address PC Box 1988, Washington, NC 27889
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.
na
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 December 20, 2020 Print Name James K. Wiley, Manager Beacon Street Moss East, LLC
Signature (/ ,A, A. hl�
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 RECEIVED
®DCM MP-4 Structures Information
FEB 5 2021
-WARD
252.808-2808 :: 1-888.412 C 0 A ST .: www. nccoastal mans 9 ement. net

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
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
no dredging
Width
no dredging
Avg. Existing
3.5 to 5.0'
NA
NA
Depth
Final Project
Depth
3.5 to 5'
NA
NA
11. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? If 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
a. Location of disposal area.
c. (1) Do you claim title to disposal area?
❑Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner
to
d. High -ground excavation in cubic yards.
®This section not applicable
area.
d. (i) Will a disposal area be available for future maintenance?
[]Yes ❑No ❑NA
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh I.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? 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:
(i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
FF0 5 2021
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

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. 1 yye of snutenne staumcauon:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 2 to 6'
e, Type of stabilization material:
Vertical wall vinyl sheet pile bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 4,560 avD. - 4' x 1.140' Riprap
Breakwater/Sill Other
I. Source of fill material.
From an approved uplands source
D. Lengtn: 174u
Width: 2'
d. Maximum distance waterward of NHW or NWL: Maximum 6'.
(i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(it) If yes, state amount of erosion and source of erosion amount
information.
In areas where riprap has failed erosion is occuring at appox. 1'
per year. Likely cause is water level fluctuations and river
current.
h. Type of fill material.
Clean earthen fill
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 be placed in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area no
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
A Sedimentaton and Erosion Control plan will be prepared and
approved.
c. (1) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
Ili) If yes, explain what type and how they will be implemented.
December 20, 2020
Date
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 5756 []None
(ii) Describe the purpose of the fill in these areas:
Internal road extension to connect with future extension of
Charlotte St by the City of Washington and to provide positive
drainage to Lots 19 and 20.
b. What type of construction equipment
backhoe, or hydraulic dredge)?
dump trucks, grader, front end loader.
d. (1) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(it) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
na
Moss East RECEIVED
Project Name
FEES 5 2021
252-808.2808:: 1.888-4RCOAST:: www.nccoastalmanagement.net DCM_111 MpvFM 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
Beacon Street Moss East LLC - James K. Wiley, Manager
Applicant Name
Applicant Signature
RECEIVE®
FFe 5 2021
OUVWNARO
252-808-2808 :: 1-888-4RCOAST :: wwwmccoastalmanagement.net revised: 12120106

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
proposed.
51
c. Density (give the number of residential units and the units per
acre).
51 units @ 6.842 acres equals 7.454 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 ®No ❑NA
(it) If yes, list the date submitted: being prepared
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.
6.3
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.
56
j. Describe proposed method of sewage disposal.
Central sewer from City of Washington
I. Describe location and type of proposed discharges to waters of the
stale (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Runoff of rainwater from impervious surfaces including
roads, parking and rooftops. Stormwater design is
anticpated to include a 17 % reduction in impervious
surface and innovative stormwater measures including
Subsurface Flow Spreader (See Preliminary Stormwater
Management Plan and Stormwater Management
Narrative) Note: final design may change slightly.
b. Number of lots or parcels.
51
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
6.6 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt, concrete, marl and ABC, pavers and rooftops
h. 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?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted: see attached stormwater
management plan. Stormwater management narrative.
k. Have the facilities described in Item (1) 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. RECEIVED
FFB 5 2021
f..7CM-WARO
252-808.28082 :: 1.888.4RCOAST :: www.nccoast_aimanagement.net revised: 12/26/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
City of Washington public water supply
o. When was the lot(s) platted and recorded?
Litchfield parcel deed dated August 31,2020. Quitclaim
Parcel B deed dated November 9, 2020.
December 20, 2020
Date
Moss East
Project Name
Beacon Street Moss East, LLC - James K. Wiley, Manager
Applicant Name r
Applicant Signature
n. (i) Will water be impounded? [_]Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ❑No ❑NA
RECEIVED
FEB 5 2021
DCM-WARD
252.808.2808 :: 1-888-4RCOAST :: www.necoastalmanagement.net revised: IZ26106

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 ❑Yes ®No
c. (i) Dock(s) and/or pier(s) d. (1) Are Finger Piers included? ®Yes ❑No
(it) Number 3 boat docks. 1 community pier. If yes:
(iii) Length boat piers are 200, 225 and 195' communes (ii) Number 30 includina end tees on piers
pier is 165'. (iii) Length 24
(iv) Width 8' 3" (iv) Width 3'
(v) Floating ®Yes ®No (v) Floating []Yes ®No
e. (i) Are Platforms included? ®Yes []No f. (1) Are Boatli8s included? ®Yes []No
If yes: If yes:
(ii) Number 4 (ii) Number 38 and 12 for total of 50
(iii) Length Community Pier at 48' overall (iii) Length 12.5' and 14' resoectively
+ (3) Others (Shade Platforms) at 10' + (3) Kayak at 20' (iv) Width 12
(iv) Width Community Pier at 32' overall + (3) Shade at 12' + (3) Kayak at 16'
(v) Floating ®Yes ®No See Note Below:
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
50 ❑ 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: x
® Dry storage; number of boats: 50 as boat lifts at each slip
Note Referenceing Sec. e.(v) Community Pier overall dimension ❑ Boat ramp(s); number of boat ramps:
Includes area encompassing floating platforms ® Other, please describe:
Community pier + kayak launch along each pier access
walk
L Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 22
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open power boats aoprox. 16 to 26'
RECEIVE®
FEB 5 2021
252.608.2808 :: 1.888.4RCOAST :: www.nccoastaimana-gement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4)
m. (!)Will the facility have tie pilings? (i) Will the facility be open to the general public?
®Yes []No []Yes ®No
(if) If yes number of tie pilings?
224
2. DOCKING FACILITY/MARINA OPERATIONS ❑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: 50; Location: in individual homes
❑ Showers
® Boatholding tank pumpout; Give type and location: Portable on dock
b. Describe treatment type and disposal location for all sanitary wastewater.
Pump to City of Washington central sewer system
c. Describe the disposal of solid waste, fish offal and trash.
No fish offal. Trash collected by City of Washington
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
(if) Give the location and number of "Pumpout Available" signs proposed.
One at central location adjacent the boardwalk
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. 2
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 the community dock and one adjacent to the boardwalk.
j. What will be the marina policy on overnight and live -aboard dockage?
not allowed
k. Describe design measures that promote boat basin flushing?
The marina is proposed in open water will no dredging or manmade restriction to natural water flow. RECEIVED
FEB 5 2021
252.808.2808::1-888-4RCOAST:: www.nccoastalmanagement. net revised: 12127/06

Form DCM MP-4 (structures, Page 3 of 4)
I. If this project is an expansion of an existing marina, what types of services are currently provided?
No dredging marina with the open waters of the Pamlico River
m, Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes [:]No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
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 (W L)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
na
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(ill) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable I
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
[--]Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
D .M-WARD
252.808.2808 :: 1-888-4RCOAST :: www.nccoastaimanpgement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
150'. City of Washington has conveyed riparian rights to
Moss Landing via a deed reference.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
750'average
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
b. Proximity of structure(s) to adjacent docking facilities.
285'
d. Water depth at waterward end of structure at NLW or NWL
4.0 to 5.0' depending on pier location
8. OTHER ®This section not applicable
a. Give complete description:
December 20, 2020
Date
Moss East
Project Name
Beacon Street Moss East, LLC - James K. Wiley, Manager
Applicant Name
Applicant Signature
RECEIVE[
FER 5 "7i
252.808.2808 :: 1.888.4RCOAST :: www.nccoastaimanagement.net revised: 12/27I06

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