20200602 Ver 1_CAMA Application_20200506

ROY COOPER
ur„�el„nl
MICHAEL S. REGAN
Seo'elnl7,
BRAXTON DAVIS
Do" 0,m . Divicion of(O"I'l
Mmmgemenl
May 5, 2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax:[phone] (Courier04-16-33)
gregg.bodnarCg ncdenr.gov
SUBJECT: CAMA Major Permit Application Review
Applicant: Lee & Madge Williams/ Williams Landing Enterprises, LLC
Project Location: 275 Landing Rd Hyde County Swan Quarter
Proposed Project: Propose to construct 1885' x 6' pier/boardwalk creating 31- slips, excavation of
700ft2 of canal bottom, excavation of 60' x 25' upland basin with 172' steel sheet
pile bulkhead, 70' by 28' concrete wash -down pad with raised apron and
collection basin, and travel lift.
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 June 30, 2020. 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.
PRINT
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.
Slate of -North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave. Morehead City, NC 28557 [phone]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Lee and Madge Williams/Williams Landing Enterprises, LLC
2. LOCATION OF PROJECT SITE: Hyde County, Swan Quarter, 275 Landing Rd adjacent to a manmade Canal off
Fodrey Creek
Location - 35124' 22" N 760 20' 04" W
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— I I December 2019
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received - 16 April 2020
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Hyde County
Land Classification from LUP: Not Zoned
(B) AEC(s) Involved: PTA, EW, PTS
(D) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Sewer (Swan Quarter Sewer District)
Planned - same
(F) Type of Structures: Existing — Gravel parking and drive access for boat ramp
Planned — Pier/boardwalk for 31 slips, upland basin with bulkhead, travel lift,
concrete washdown pad for vessel maintenance
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: ]AREA]
DREDGED FILL Fn nTUFR
1,500ft'-
9,463ft2
5,655ft2
(A) Uplands
(Basin)
Spoil placement
Pier/Boardwalk
and washdown
shading
pad
(B) Non -Vegetated Wetlands
700ft2
5,655ft2
(mantnade canal bottom)
Pier/Boardwalk
shading
(c) Estuarine Shoreline
172ft Bulkhead
(D) Total Area Disturbed: 22,973ft2
(E) Primary Nursery Area: Yes
(F) Water Classification: SA, ORW
Open: No
PROJECT SUMMARY: The applicant proposes 1,885' x 6' pier/boardwalk creating 31-slips, excavation of
700ft2 of canal bottom, excavation of 60' x 25' upland basin with 172' steel sheetpile bulkhead, 70' x 28'
concrete washdown pad with raised apron and collection basin, and travel lift.

Williams Landing Marina
Docking Facilities, Haul -out and Washdown Facility
Swan Quarter, Hyde County
Project Setting
The subject property is a 12.57-acre parcel of land located adjacent to a manmade canal off
Fodrey Creek on Landing Road in Swan Quarter, Hyde County, North Carolina. The subject
property and surrounding properties are predominately used for commercial fishing activities.
The tract of land for the proposed development includes uplands consisting of grasses, shrubs,
and trees along with graveled impervious areas and a boat ramp. The site also includes a large
area of coastal wetlands along a peninsula west of the existing boat ramp consisting primarily of
black needlerush and giant cordgrass; all of the new proposed developments are on the opposite
shore of the property from the coastal wetlands. Manmade canals with water depths from
approximately -3.5' to -7.0' @ NWL surround the majority of the property.
Fodrey Creek and the manmade canals adjacent to the property are classified as coastal fishing
waters, primary nursery areas by the Marine Fisheries Commission and are closed the harvest of
shellfish. The waters adjacent to the proposed development are classified SA-ORW by the
Environmental Management Commission.
There have been previous proposals to develop the property including CAMA Major Permit 75-
07 issued in May of 2007 which included condominiums and docking facilities which was
modified in 2008 for additional finger piers and moorings and then modified again in 2010
changing the development from condominiums to RV campsites. All of these permits have
expired with no development having taken place.
Project Development
The applicant proposes to develop the property for maintenance of commercial fishing vessels
with an upland basin, travel lift and concrete washdown pad as well as dockage for those vessels
with a 31 slips docking facility on the eastern portion of the property and a. The docking facility
will consist of an 1,885' long and 6' wide pier/boardwalk running parallel to the shore just
waterward of NWL starting on the shoreline north of the existing boat ramp and extending
around the shoreline to the east where a portion of the pier/boardwalk will be located over land
due to the narrower width of the canal on the eastern side of the property. Each of the proposed
slips will be 50' in length providing side -to docking. No slips are proposed on the peninsula of
land on the west side of the property due to access and parking concerns impacting the Tar -Pam
buffer. The travel lift, basin, and washdown portion of the project located opposite the main
canal access to the property would consist of a basin 60' long and 25' wide excavated into
existing high ground to -7' @NWL and stabilized with a steel sheetpile bulkhead 172' in length
with a concrete cap for the travel lift to ride on. Excavation of 25' x 28' area of canal bottom to a
depth of -7' @NWL is proposed to access the high ground basin, connecting water depths in the
area are approximately -7.5' a NWL. At the landward end of the basin a 70' long and 28' wide
concrete pad with raised concrete apron in proposed for vessel maintenance to include

powerwashing, grit blasting and painting. The wash basin will slope to a centrally located drain
to collect waste water which will be treated offsite by the Swan Quarter Sanitary District. All
spoils from the upland and canal excavation will be disposed of on -site in a 120' x 60' wide area
centrally located on the uplands.
Anticipated Impacts
The project as proposed would result in the permanent shading of canal bottom and shoreline for
the docking facility, excavation of 700ft2 of canal bottom, creation of open water with the
excavation of 1500ft2 of uplands, as well as create new impervious surfaces adjacent to the canal
and basin with the concrete washdown pad. Localized noise and turbidity is expected during
construction as well as continued increased boating use after completion.

RE: Williams Landing
275 Landing Road, Swan Quarter, NC
As owner or authorized owner/agent, I authorize Lassiter Environmental Consulting (LEC) and
Quible & Associates, P.C. (Quible) to act as agent for environmental permitting that is required,
including a CAMA Major Permit.
Authorized Signature
Name: Le-e- 6 Yv j ��SZvYY>4 _ Date:
RECEIVED
MAR 16 2020
DCM-WAR®

MAJOR LAMA PERMIT APPLICATION NARRATIVE FOR THE WILLIAMS LANDING, LLC PROJECT
Owner: Williams Landing Enterprises, LLC
The purpose of this document is to provide a narrative description of proposed Major CAMA Permit
development to be located on a 12.57 acre parcel of land adjacent a manmade canal off Fodrey Creek
on SR 1136 (Landing Road) in Swan Quarter, Hyde County, NC. The property is owned by Williams
Landing Enterprises, LLC. The owners address is Hobo Seafood, LLC, Attention: Lee and Madge Williams,
275 Landing Road, Swan Quarter, NC 27885.
Attached with this narrative are DCM Forms MP-1, 2, 3, and 4 and two plan sheets, one showing full site
development and one providing travel lift area detail, accurately depicting the proposed project. I
further reference the January 23, 2020 Interagency Scoping Meeting in Washington. Comments and
suggestions by agencies at that meeting have been discussed with the owners and are incorporated into
the enclosed application.
The project as currently configured proposes a 28' x 61.5' (25' wide x 60' long clearance after
construction) travel lift basin excavated in existing uplands that will be protected by steel sheet piling
and timber piles with a concrete cap (3' wide). Adjacent to the landward side of the lift is a proposed
concrete maintenance bay that is 31' wide x 78' long including a raised concrete apron around the
perimeter. A mobile travel lift will be used to haul vessels from the basin to the maintenance bay for
power washing, grit blasting, and application of bottom paint. The maintenance bay will be sloped to
the center where there will be a catch basin and collection system for water and solids respectively. The
wastewater will be routed to the Swan Quarter Sanitary District (SQSD) wastewater collection and
treatment system. All solids and residual materials trapped by the infiltration system will be place in a
holding tank and properly disposed of at an approved offsite location or landfill. A valve will be in place
to avoid any rainwater from entering the wastewater collection system. This will only be open during
maintenance activities.
I further reference Major CAMA Permit Number 75-07 that was issued for the subject property under
the ownership of Swan Quarter Landing, LLC in 2007. The project included condominium development
with associated water dependent amenities including a boat ramp, docks and slips. Associated State
permit were obtained including a State Stormwater Permit and a Sedimentation of Erosion Control
Permit. The permit was amended in 2008 and 2010 to include finger piers, mooring pilings and changes
in upland development. While the project was not built, the permit history does provide an indication
of the type of development that has been proposed and permitted on the site.
Thank you for your attention to this narrative. If you have questions or need additional information
please contact either Joe Lassiter, Lassiter Environmental Consulting, LLC at either
[e-mail] or at 252.202.3800, or Brian Rubino, Quible & Associates, PC at
[e-mail] or at 252.491.8149.
RECEIVED
MAR 16 2020
DCM-WAR®

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner information
Business Name
Project Name (if applicable)
Williams Landing Enterprises, Lic
Williams Landing Marina
Applicant 1: First Name
MI
Last Name
Lee
Williams
Applicant 2: First Name
MI
Last Name
Madge
Williams
If additional applicants, please attach an additional pages) with names listed. '
Mailing Address
PO Box
City
State
275 Landing Road
Swan Quarter
NC
ZIP
Country
Phone No.
FAX No.
27885
use
252-926-1415 ext.
na- -
Street Address (if different from above)
City
State
ZIP
same
Email
[e-mail]
2. AgenbContractor Information
Business Name
Lassiter Consulting, LLC and Quible & Assoc., PC
Agent/ Contractor 1: First Name
MI
Last Name
Joseph
S
Lassiter
Agent/ Contractor 2: First Name
MI
Last Name
Brian
Rubino
Mailing Address
PO Box
City
State
Contractor 1 - 139 S. Dogwood Trail
NA
Southern Shores
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 202 - 3800 ext.
ext.
FAX No.
Contractor a
Contractor 2 - Quible & Associates, PC
Street Address (if different from above)
City
State
ZIP
8466 Caratoke Hwg, Bldg. 400
Powells Point
NC
27966 -
Email
brubino0quible.com
<Form continues on back>
IN[ IN J. V 1V1-
DCM-WARO
252-808.2808 :: 1.888-4RCOAST :: www.nccoastaimanagement.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. #
Hyde
275 Landing Rd
1136
Subdivision Name
City
State
Zip
na
Swan Quarter
NC
27885 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 926 - 1415 ext.
N/A, I I ,
a. In which INC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
Fodrey 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
Swan Quarter Bay
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.
Hyde County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
4,653 LF
12.57 acres, (101,145 sq. ft.
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
na, I I
NWL(normal water level)
(If many lot sizes, please attach additional page with a list)
3 to 4' ❑NHW or ®NWL
e.
Vegetation on tract
Herbaceous plants and grasses in uplands, wetlands, including coastal wetlands adjacent to portions of the shoreline
f.
Man-made features and uses now on tract
gravel and paved surface from previous development, equipment storage and existing tower
g.
Identify and describe the existing land uses adjacent to the proposed project site. .
Dominated by commercial fishing businesses
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
NA
(Attach zoning compliance certificate, if applicable)
[]Yes ❑No ®NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it Involve a
National Register listed or eligible property?
AFK 1 3 cucu
<Form continues on next page>
®CM-WARO
252-808.2808 .. 1-888.4RCOAST .. www.nccoastaimanagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(II) 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.
There is an existing wastewater treatment service line running to the property provide by Swan Quarter Sewer District
o. Describe existing drinking water supply source.
Hyde County Public Water Supply
p. Describe existing storm water management or treatment systems.
Permitted for previous development which was not built. If SW7070412
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ®Commercial ❑Publie/Government
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Provide moorings for commercial fishing and pleasure craft. Also proposed is a travel lift to the cleaning and maintenance of
boats.
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.
Backhoe, drive or wash pilings for boat lifts, small barge if necessary
d.
List all development activities you propose.
31 boat slips with associated 6, wide pier system. 25' wide x 60' long travel lift basin excavated from high ground with
associated 28' wide x 70' long concrete maintenance pad with water collection system to be delivered to sanitary sewer
system .
e.
Are the proposed activities maintenance of an existing project, new work, or both? new work
f.
What is the approximate total disturbed land area resulting from the proposed project? 3,900 ®Sq.Ft or ❑Acres
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.
Discharages to public trust should be minimal. Water from maintenance of boats will be captured and routed to sanitary
sewer. Boats slips and associated docks will be slatted wood.
i.
Will wastewater or stormwater 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 IREVE
If yes, attach a mitigation proposal.
API( J. o LULU
<Form continues on back>
252-808-2808 .. 1-888.4RCOAST .. www.necoastalm anagement. net

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 See attached list and letters sent Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits Issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Major CAMA Permit 75-07 as amended
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 NC. 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 LJ)I(o 1_20 20 Print Name lN, Wic/�,Jv f Land',nc E4kc-, +,.ces Lac
Signature 0`�s1A — (Z-,Lno r Q bke PAS
a5t f°` °i""'�r RECEIVED
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culve*PR 13 2020
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
DCM-WARD
252-808.2808 .. 1-888.4RCOAST .. www.necoastaimanagement.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
61.5' (to
Length
25'
bulkhead
sheeting)
Width
28'65
28' (bulkhead
to bulkhead)
Avg. Existing
+3
NA
NA
Depth
Final Project
7
NA
NA
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
65
C. (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
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
_ upland excavation to create a travel lift basin and maintenance
excavation in the canal system (25' x 28') to reach -7'
connecting waters
2. DISPOSAL OF EXCAVATED MA
a. Location of disposal area.
onsite upend area (see plan for designated stockpile/drying
area location)
c. (i) Do you claim title to disposal area?
®Yes ❑No DNA
(ii) If no, attach a letter granting permission from the owner.
e. (1) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL RNone
(ii) Describe the purpose of disposal in these areas:
El This section not applicable
b. Type of material to be ex
onsite sand/loam/clay
d. High -ground excavation in cubic yards.
638
El This section not applicable
b. Dimensions of disposal area.
60' x 120'
d. (1) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
Onsite adjacent to travel ftcF-i i
f. (1) Does the disposal include any area in the water?
❑Yes RNo ❑NA APR 13 2020
(if) If yes, how much water area is affected?
DCM-WARO
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

Form DCM MP-2 (Excavation and Pill, Page 2 of 3)
a. Type of shoreline stabilization: b. Length: 172'
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width: 3'
c. Average distance waterward of NHW or NWL: 30' d. Maximum distance waterward of NHW or NWL: 0
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
steel sheeting with a concrete cap (for stabilization of travel lift months?
basin only) ❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 0 Riprap 0
Breakwater/Sill 0 Other 0
I. Source of fill material.
excavated material from basin excavation
4. OTHER FILL ACTIVITIES ®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
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Stockpile/dredging area is outside the CAMA 30 ft Buffer and
Tar/Pam Buffers, and will be lined with reinforced silt fence.
Material ultimately will be spread on uplands and vegetated
c. (1) 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.
submerged aquatic vegetation (SAV), Shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
backhoe and bladed grader
d. (1) Will wetlands be crossed in transporting equipment to project
site? [_]Yes ®No []NA
(ii) If yes, explain steps that w�FyelylwEigavpie�VKninimize
environmental impacts. iSC1.rCt . —
`il(01Zo2o WMI0,Nv iAnXettl
Date Project Name
J
252-808-2808 :: 1.888-4RCOAST :: www.nccoastatmanastement.net revised: 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
W i k\'vv,A s (-emd:q5
CApplicant
Name
MA n - n ,-,
Applicant Signature 1(8'5 �t 4'uC O'u'S
RECEIVED
APR 13 2020
DCM-WARO
252-808-2808 :: 1.888-4RCOAST :: www.ncc oa stalmanagement, net revised: 12/26/06

4-TV 111IWt mill 0a
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. 1
28 x 61.6' (25' x 60' clearance) travel lift basin with
associated 31' x 73' concrete maintenance pad (including
raised concrete apron around perimeter)
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.
na 3,900 sq. ft.
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 Concrete
activity begins.
(1) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes []No ENA
(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.
Existing: 61,267 SF Proposed Addition: 6,531 SF
TOTAL: 67,021 SF (18%)
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Exsitng 86,111 SF Proposed Addition: 6,531 SF
TOTAL: 92,642 SF (22.5%)
j. Describe proposed method of sewage disposal.
Effluent will be routed to the Swan Quarter sewer treatment
system
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).
Water used for maintenance on concrete pad will be routed
to a central grated collection point on the pad and
pretreated prior to deliver to sewer system.
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 ENo ❑NA
(if) If yes, list the date submitted: DWR will be included in this
submission
k. Have the facilities described in Item (i) received state or local
approval?
[]Yes ENo ❑NA
If yes, attach appropriate documentation.
RECEIVED
m. Does the proposed project include an Aipftatjvtst�Q ter
design?
[]Yes ENo ❑NA
If yes, attach appropriate documerniC.M_WAR®
252-808.28082 :: 1.888-4RCOA3T :: wwwmccoastalmanagement.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.)
Hyde County public water supply
o. When was the lot(s) platted and recorded?
na
A (O1Zp2a
Date
Project Name
Applicant Name
Applicant Signature "VAcL AJJ o t t
�nf -FOI- o,.,^es .
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(it) 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
APR 13 2020
DCM-WARD
252.808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagqment.net revised: 12l26106

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
a. (1) Is the docking facility/marina:
®Commercial ❑Public/Government ❑Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
c. (1) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? []Yes ®No
(ii) Number 1
If yes:
(III) Length 11 865'.
(ii) Number
(iv) Width 6'
(iii) Length
(v) Floating []Yes ®No
(iv) Width
(v) Floating [--]Yes ❑No
e. (i) Are Platforms Included? []Yes ®No
f. (i) Are Boatlifts included? ®Yes []No
If yes:
If yes:
(if) Number
(ii) Number 1 travel lift
(iii) Length
(III) Length 60,
(iv) Width
(iv) Width 25'
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (!)Number of slips proposed
h. Check all the types of services to be provided.
31
® Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
0 developed
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 31
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. 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: 40'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
no waterward tie pilings separate from the dock system
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
commercial fishing vessels
RECEIVED
APR l 3LuzO
®CIS-WARO
I. (1) Will the facility be open to the general public?
[]Yes ®No
252.808.2808 :: 1-888-4RCOAST :: www.nccoastaimanasrement.net revised: 12127/06

Form DCM MP-4 (Structures, Page 2 of 4)
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: 1; Location: Hobo Seafood Retail office
❑ Showers
❑ Boatholding tank pumpouk Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
Above referenced restroom is served by the Swan Quarter Sanitary District (SQSD) collection and treatment system. Boat
maintenance bay wastewater will also be routed to the Swan Quarter Sanitary District collection and treatment system.
c. Describe the disposal of solid waste, fish offal and trash.
Hyde County trash collection. No processing of seafood on this site is proposed.
d. How will overboard discharge of sewage from boats be controlled?
No discharge allowed. No sewage on board barges.
e. (1) Give the location and number of "No Sewage Discharge" signs proposed.
2 on docks (see plan)
(ii) Give the location and number of "Pumpout Available" signs proposed.
0
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
The maintenance bay will be sloped to the center where there will be a catch basin or collection system for solids, followed by a
connection to the SQSD wastewater collection and treatment system. All solids collected in the bay and residues trapped by
the initial filtration system will be placed in a holding tank and property disposed of at an off -site landfill.
g. Where will residue from vessel maintenance be disposed of?
County land fill
h. Give the number of channel markers and "No Wake" signs proposed. 0 channel markers: 2 no wake signs (same locations as No
Sewage Discharge Signs)
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
None proposed
j. What will be the marina policy on overnight and live -aboard dockage?
Will not be allowed
k. Describe design measures that promote boat basin flushing? RECEIVED
Existing canal and basin system. No new canals proposed.
APR 13 202
DDM_WpRO
252.808.2808 :: 1.888.4RCOAST n www.nccoastalmananement.net revised: 12/27/06

Form UCM 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?
Yes. The site is undeveloped but has been permitted as a marina in past CAMA permit #75-07
m. Is the marinaldocking 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
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 0 (adjacent only) ❑SAV ❑SB
EWL 0(adiacentonly) ❑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.
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 ddpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(it) Length
(ill) 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 ®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, iRFiiCFuI,t6rEPetc.)
252-808.2808 :: 1-888.4RCOAST :: www.nccoastaimanagenlent.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
38' to closet property line that is not the same owner. 12' to
property line owned by same owner.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
approximately 100'. Varies at specific points
e. (1) 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.
b. Proximity of structure(s) to adjacent docking facilities.
opposite side of Landing Rd. in separate canal.
d. Water depth at watenvard end of structure at NLW or NWL
5 to 6'
8. OTHER ®This section not applicable
a. Give complete description:
62c.�
Date 9
Project Name
Williams Landing Marina
Applicant Name
Williams Landing Enterprises, LLC
Applicant Signature /� t , /' h °"� v7Q
6L'0b a gbs,'or,{' C.
cj&, fo r Owe Gs —
RECEIVED
APR 13 2020
DCM-WARO
252.808.2808 :: 1.888.4RCOAST :: www.nccoastalmanaaement.net revised: 12/27/06

I / �
c
1I0t-1vfVlmtmb
i I o
� AOti�2 nON 1 77 7 pp}
A-Mml�620'^ m0 1 �40Z 4 4 8d�
zo
n Ac.00ymo nmorp 1 1 1
zomoAl KO 0 cm0 1 ii 1
O r zV, > 2 Z R' � O
z NOOC
OC ZAIIAOm�i yON �GI \\ O
momr Z�; mm Nm Nni �� 1 I n
NinNzz �m zeomm-y� 1 1 I (a31VM a3A0) © n
OOAOANAO 0- NN 11 ' I NIVMaatl08
IAC N11oN al c�0- o 301M 13 9
as o�o�✓m+m IO . II I WI a3SOdONd
fzzry N n 1 I
No. znm0o
m o Dz N o Uw
� ro 1 Q qQ 1
(n C \
f 1 \
\ o
p II 1 R h1 \\ u
C F
II '-
1 1
Is
+�
n N 1 - NIVaa SOatlMoi '.,O'09
Z 1 03dOlS 38 01 I
n � 11 1 AV8 30NVNMNIVA -
m y (aNVI 83A0) IIIPO
.ye>-
Z n )IIVMaaVoe 1 Io Q
m �I K I II1 1 ' ooZX 301M IJ 9 I
m ' I 'I N 13 AB 13 SZ a3sodoadZ (l) 13 0 01D NOadV M3aON00 O'OL ,0'09V3aV 3003Na
03SIVa �
03SOd0ad
Ct b II 1 ,OTL
$ III I, (OSoS Ae
m
V031.
V3a1 ONV G31031100 I dVO 30NON00 I
0 1 38 O1 831VM31SVM) HLIM OV31-INIfle
Oc 1 NIVaa Hum 1331S ivias A]NI
z 11 `AVB 30NVN31NIVW 03SOdO8d I
I:. 1V08 03SOd0ad I I
I
'SNOI1Vlllo3a I I" (a3iVM a3AO)
1N3WdOl3A30 ONV i miva voe
318VOIlddV ANY 301M 13 s
I
HIM 30NVIldW00 13 09 A8 13 OZL I i 03SOdfOad
r11'3vOd0lld
SOJ AON39V I
1N3WNN3AO9 IVOOI I V A8 03M31A3N
N338 ION SVH ONV
A3A8nS C131JI1830 V ION SI dVW SIHIitlltl0 SI9 A1Nf100 NO 03SV8
NMOHS V1V0 ltl183Y 2d 1308Vd*
z> 'NOIlYWa03NI SIHI 30 3Sl13H1 WON3 ONlllllS3a S30VWV0 HO 535SO1 ANV a0 NOISSIWO 80 a0883 ANY a03"==� Q3181SNOdS3a lON SI ONV 1N3Wl100a SIHl NI NOIlYWNOdNI ANV 30 553N3131dW00m` A �_ O ►" r' 3H1 a0 AOVdnDDV 3H1 331NV8Vn0 ION S300 '0'd `S3IVIOOSSY V 31SMO 2 Ik� I �'i�'A11a0H1l1V a0 A111N3 'AON30V Aa01V1f103a ANY A8° S1N3WMMO3a ANY Ol 103rans SI 1NRM300 SIHI NO NMOHS NOIIVWbOjN1 11V
'A3Aal1S a31311a30 V ION SI aNY VIVO 318VIlVAY 1S38 NO 03SYS SI LN3?vn000y3-0=`c � m SIHI NO NMOHS NOI1VY4801NI ONIISIX3iAlNO S3SOd21Od NOISSO0SI0N = z e S' 1 i' 210d SI 1N3Wf)000 SIHl — S30NVA3AN00 210 S3IVS `NOI1V02100321 I 'N0110f)N1SN00 NOd ION — ANVNIWII38d SI IN3mooc SIHl :31ON