72-21 Burton Farm Development Co

Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Vermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
72-21
Issued to Burton Farm Development Company LLC., PO Box 1908, Rocky Mount, NC 27802
Authorizing development in Pamlico County at adj. to the Neuse River. at 0 Burton Farm
Rd., in Minnesott Beach, as requested in the permittee's application dated 6/16/20 (MP-1,2,3) and 5/13/20 (MP-
4,5), including attached workplan drawings (3), Sheets 1-3 of 3 all dated "Revised 7/28/20".
This permit, issued on May 25, 2021 , is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
it tnese terms may oe subject to tines, imprisonment or civil action; or may cause the permit to be nuu and void.
Excavation
I) No excavation shall take place outside of the area indicated on the workplan drawings.
2) Excavation shall not exceed -6 feet within the basin, -6 feet within the main channel and -4 feet
within the flushing channel, all below the normal water level. In no case shall the depth of excavation
exceed the depth of connecting waters.
3) An earthen plug shall be left between the basin area to be excavated and the existing river and a 24-
hour period after completion of excavation shall elapse prior to plug removal to prevent unnecessary
siltation into the adjacent water body.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2024
In issuing this permit, the State of North Carolina agrees that
your project inconsistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the Chair
of the Coastal Resources Commission.
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of

Burton Farms Development Company LLC. Permit No. 72-21
Page 2 of 6
ADDITIONAL CONDITIONS
4) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
5) No excavated or fill material shall be placed at any time in any vegetated wetlands or surrounding
waters.
6) All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters
and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of
petroleum products or any other hazardous waste, the permittee shall immediately report it to the National
Response Center at [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
Spoil Disposal
7) No spoil material shall be placed within 30 feet of the normal water line.
8) All excavated materials shall be confined above normal water level and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
9) Because the dredge material is being removed from an area that is closed to the taking of shellfish,
discharges from the dewatering of spoils near any swimming areas between April I and October 31, or
any area that is open to shellfishing, may require a swimming advisory to be posted or a shellfish closure
to occur. The permittee shall contact the Division of Marine Fisheries — Shellfish Sanitation and
Recreational Water Quality Section [phone] prior to dredging any activity for this determination.
10) The spoil disposal area shall be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any dredging activities.
Maintenance Clause
11) The Division of Coastal Management shall be notified in writing at least two (2),weeks-in-advance of ..
any maintenance excavation work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for spoil disposal, and the estimated amount of material to be removed. The
location, design and holding capacity of the spoil disposal site shall be approved by a representative
of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
Shoreline Stabilization — Bulkhead and Rip Rap Revetment
12) The bulkhead and rip rap revetment shall be constructed in accordance with the alignment depicted on
the attached workplan drawings.

Burton Farm Development Company LLC. Permit No. 72-21
Page 3 of 6
ADDITIONAL CONDITIONS
13) No vegetated wetlands or open water shall be excavated or filled, even temporarily, outside of the
approved bulkhead and rip rap alignment.
14) The alignment of the authorized bulkhead and rip rap revetment shall be staked by the permittee and
verified by a representative of the Division of Coastal Management within a maximum of 30 days prior
to the start of construction. Failure to initiate construction within 30 days, or erosion of the shoreline by
adverse weather conditions, shall require the alignment to be re -staked by permittee and verified by
DCM within a maximum of 30 days prior to the new expected start of construction.
15) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
16) The rip rap revetment material shall consist of clean rock or masonry materials such as, but not limited
to, granite, marl, or broken concrete. It shall be of a size sufficient to prevent its movement from the
approved alignment by wave or current action.
17) The bulkhead shall be constructed prior to any backfilling activities.
18) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
19) The fill material shall be clean and free of any pollutants except in trace quantities.
20) Unless altered herein, all backfill material shall be obtained from a high ground source and confined
behind the permitted bulkhead.
21) No backfill material is to be placed within 30 feet of the normal water level, except that which will be
used to backfill the area behind the permitted bulkhead.
Marina and Travel Lift
22) This permit authorizes only the docks, pier, travel lift and tie pilings, and other structures and uses
located in or over the water that are expressly and specifically set forth in the permit application. No
other structure, whether floating or stationary, shall become a permanent part of this marina without
permit modification. No non -water dependent uses of structures shall be conducted on, in or over Public
Trust waters without permit modification.
23) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharge at the marina shall be considered a violation of this permit for which the
permittee is responsible. This prohibition shall be applied and enforced throughout the entire existence
of the permitted structure.
24) Any portion of the permitted access pier and docking facilities built over Coastal Wetlands shall not
exceed six feet in width and shall be elevated a minimum of three feet above the wetland substrate as
measured from the bottom of the decking.

Burton Farm Development Company LLC. Permit No. 72-21
Page 4 of 6
ADDITIONAL CONDITIONS
25) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
26) This permit authorizes 20 formalized boat slips located within the basin facility and 20 formalized boat
slips located at the pier facility for a maximum of 40 formalized boat slips.
27) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed in an easily accessible location and maintained in operable condition for the life
of the marina.
28) The marina shall display a sign showing the location of the on -site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from both the basin facility and the pier
facility.
29) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
30) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation and shall not exceed the dimensions shown on the attached permit drawings.
Navigational Aids
31) Unless specifically altered herein, this permit authorizes the installation of 3 day marker type
navigational aids along the main channel, all as expressly and specifically set forth in the attached
permit application and workplan drawings.
32) The navigational aids shall conform with any and all appropriate regulations governing such structures,
including but not limited to marking and lighting requirements of the N.C. Wildlife Resources
Commission and/or the U.S. Coast Guard.
Boat Rama
33) Unless specifically altered herein, this permit authorizes one concrete boat ramp and associated two
finger piers, as indicated on the attached workplan drawings.
34) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
Groins
35) The four sheetpile groins and two rock groins shall be constructed in accordance with the alignment
depicted on the attached workplan drawings. The four sheetpile groins located shall not extend more
than 25 feet waterward of the normal water level at the time of construction.

Burton Farm Development Company LLC. Permit No. 72-21
Page 5 of 6
ADDITIONAL CONDITIONS
36) The alignment of the authorized groins shall be verified by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the
alignment to be re -staked by DCM within a maximum of 30 days prior to the new expected start of
construction.
37) The permitted groins shall be constructed of treated wood, plastic lumber, metal or vinyl sheet piles or
other suitable materials approved by Department personnel.
38) The two rock groins shall be marked at 50-foot intervals with yellow reflectors extending at least three
feet above normal water level.
Bridge
39) The authorized bridge located over the flushing channel shall provide a minimum vertical navigational
clearance of 8 feet, as measured from the normal water level to the lowest portion of the bridge structure.
Upland Development
40) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the 144 slip drystack,
marina office, clubhouse, parking lots, roads and boardwalk, and other associated infrastructure, all as
expressly and specifically set forth in the attached permit application and workplan drawings.
Sedimentation and Erosion Control
41) An Erosion and Sedimentation Control Plan modification will be required for this project. This plan
must be filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Division of Energy, Mineral and Land Resources, Land Quality Section, 943 Washington
Square Mall, Washington, NC 27889.
42) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
43) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses or properties.
44) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.

Burton Farm Development Company LLC. Permit No. 72-21
Page 6 of 6
ADDITIONAL CONDITIONS
Stormwater Management
45) The Division of Energy, Mineral and Land Resources (DEMLR) has determined this project will require
a Stormwater Management permit. The permittee shall receive a Stormwater Management permit from
DEMLR prior to the initiation of any construction. Submit this plan to the Division of Energy, Mineral
and Land Resources, Land Quality Section, 943 Washington Square Mall, Washington, NC 27889. Any
violation of the permit approved by DEMLR shall be considered a violation of this CAMA permit.
General
46) The permittee shall submit the approved Division of Water Resources water quality monitoring plan the
Division of Coastal Management prior to the initiation of water quality monitoring.
47) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
48) All debris associated with the removal or construction of the permitted development shall be contained
within the authorized project area and removed to an appropriate upland location.
49) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required, including but not limited to any authorizations
required from the U.S. Army Corps of Engineers.
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of General Water
Quality Certification 4175 and assigned the project DWR Project No. 2020-0888.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many land disturbing
activities are not authorized within 50 feet of the normal water level unless specifically exempted
by Environmental Management Commission's (EMC) Neuse River buffer regulations in
place at the time of such development.
NOTE: An application processing fee of $475 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

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DIVISION OF COASTAL MANAGEMENT
Application Processing Notes
Applicant: zuy �� � m
Type: (Check all that apply)
New W . Major Mod ___.__ Permit# _ Minor Mod _. Renewal
Permit Coordinator:—� --
Field Representative:
Date Time
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DCM Coordinator: Permit #: Z 'Z0
DCM Field Offices
Elizabeth City
Morehead City
US ACOE Offices:
Washington:
MAILING DISTRIBUTION SHEET
Washington i�e!(Ad-
Wilmington 06"*
(with revised work plan drawings)
(OBJECTIONS )
Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Pelletier (Bee, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Wilmington: Greg Curry (Brunswick, New Hanover)
Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Cultural Resources:
Public Water Supply:
Marine Fisheries:
NC DOT:
Shellfish Sanitation:
State Property:
DEMLR/DWR:
Washington:
Renee Gledhill -Earley at [e-mail]
Heidi Cox (WIRO)
Kim Harding
David Harris
Shannon Jenkins / Sharon Gupton
Tim Walton / Mike Moser
Sheri Montalvo / Shelton Sullivan
Chris Pullinger-401
Clif Whitfield (WARD)
Jimmy Harrison
Z7goz
Tina Martin - 401
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Wilmington: Holley Snider-401 (Carteret, Onslow, Pender, Brunswick, New Hanover)
Christine Hall - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Wildlife Resources: Maria Dunn (WARD)
Natural Heritage Programs! !Rodney Butler r
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(NCDOT) Travis Wilson

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Burton Farm Development Company, Lic
Project Name (if applicable)
Arlington Place Marina
Applicant 1: First Name
Doug
MI
Last Name
Anderson
Applicant 2: First Name
MI
Last Name
ff additional applicants, please attach an additional pages) with names &led.
Meiling Address
PO Box
1908
city
Rocky Mount
State
NC
ZIP
27802
Country
USA
Phone No.
252 - 937.2800 ext.
FAX No.
252.937 - 6009
Street Address (8 different tram above)
City
Stale
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Quible & Associates P.0
Agent/ Contractor 1: First Name
MI
Last Name
Warren
D
Eadus
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
870
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 491 -8147 axl.
exi.
FAX No.
Contractor It
Street Address (if different from above)
city
State ZIP
8466 Caratoke Hwy Building 400
Powells Point
NC 27966-
Email
eadusOquible.com
RECEIVED
<Form continues on back>
DECEIVED JUN 19 2020
252.806.2808 :: 1.688.4RCOAST :: www.ncJcpa®tdlMioagev[)O's�l-WARO
DCM-MKD CITY

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
9. Project Location
County (can be multiple)
Street Address
State Rd. If
Pamlico
0 Burton Farm Road
1120
Subdivision Name
City
State
Zip
Arlington Place
Minnesott
NC
Phone No.
Lot No.(s) (if many, attach additional page with list)
- ext.
See attached, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse
Neuse 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.
NNatural ❑Manmade ❑Unknown
Neuse River
e. Is proposed work within city limits or planning judediction?
I. If applicable, list the planning jurisdiction or city limit the proposed
JOYes []No
work falls within.
Minnesott Beach
4. Site Description
a. Total length of shoreline on the tract (iQ
It. Size of entire tract (sq.tt.)
2,784 (Commercial Marina Lot 1,3971f)
19,027,671 (Proposed Marina Lot 1,084,637)
C. Size of individual lolls)
d. Approximate elevation of tract above NHW (normal Idgh water) or
See Attached Exhibit B Master Plan Amendment ,
NWL (normal water level)
Proposed commercial marina lot +/- 24.9 acres,
20ft ❑NHW or NNWL
(if many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Shoreline along Nauss River is dominated by shrub and herbaceous species including B. halimifolia and S. nigra with some
areas of sparse spartina, juncus and similar emergent species occurring near shore. The shoreline is a high bluff with pine,
willow and shrubs established in loose eroded soils. The majority of the Site is a former agricultural field that is mostly
maintained (bush hogged annually) with some areas of open field succession and volunteering pine species.
I. Man-made features and uses now on tract
Arlington Place is a multi -phase subdivision. This request deals with the undeveloped lands that comprise Phase III.
Phases I and II are referred to as Mill Creek Phase I and Phase 11. Man made features on Phase III are limited to a
permitted community pier and boat dock, bulkhead and pre-existing dirt road (Burton Farm Rd. SR 1120).
g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent land uses include single family residences, a youth camp with marina, and undeveloped lands.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Residential Mixed Use (R-MU)
(Attach zoning compliance certificate, If applicable)
NYes []No ❑NA
J. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. NYes ❑No ❑NA
If yes, by whom? Environmental Services, Inc.
I. Is the proposed project located In a National Registered Historle District or does it Involve a []Yes NNo []NA
National Register listed or eligible property? ocinciximn
RECEIVED --
II11 III p JUN 19 2020
252.808-2808 .. 1.888.4RCOAST .. wwwnSN k+orh-t. �.�n:�g�
bw=INARO
004ij-6 iHD CITY

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
<Form continues on next page>
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes []No
(if) Are there coastal wetlands on the site? ®Yes []No
Oil) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yea ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Button Farm Development Company has permission to construct a central wastewater treatment system and High Rate
Inffltraiton System (W00035232) for operation of a 200,000 gallon per day wastewater treatment facility. Boat wash down
water will be pre-treated (to residential strength) prior to being pumped to the W WTP.
o. Describe existing drinking water supply source.
Water is available from the Pamlico County Public Water System.
p. Describe existing storm water management or treatment systems.
A North Carolina Department of Energy Mineral and Land Resources Stormwater Permit will be required for the proposed
marina development. The attached CAMA plans show the general locations of all SCMs that will be designed and permitted.
All stormwater will be managed onsite with no direct discharge.
& Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Pubtic(Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed marina is intended to serve the Arlington Place community and public with a safe harbor and full service
marina, drystack storage, clubhouse and restaurant. Daily operations will include launching boats, fuel service, docking, and
other recreational activities. Boats will be rinsed inside of the proposed dry stack storage facility. There will not be any
engine or maintenance service at this facility.
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.
The basin and channels will be dredged using mechanical methods (excavators and barges). All in water marine
construction and placement of rip rap will be performed by barge. All docks, piers and bulkheads will be constructed using
standard marine contracting methods. The basin will be excvated leaving land plugs in place until the basin is shaped. All
equipment will be stored in uplands and barges for in water work will be secured by traditional methods.
d. List all development activities you propose.
Construct an approx. 1.66 acre upland basin with 20 permanent wet slips, piers, boardwalk, and boat ramp. Construct a dry
stack storage building and 750 sf marina office. The dry stack will be capable of housing up to 144 boats with a concrete
boat drop and all associated infrastructure to include: marina office building, fuel tanks, water, sewer, stormwater, electric,
parking and etc. Construct a clubhouse, 20 seasonal or "fair weather" slips and all associated infrastructure to include:
water, sewer, stormwater, electric, parking and etc. The basin will be lined with vinyl and wood bulkheads (1,704 If). Two
channels are proposed, one navigation channel measuring 693 linear feet by 60 feet wide (dredged to -6.0' at NWL) and one
flushing channel measuring 95 linear feet by 40 feet wide (dredged to -4.0' at NWL). Construct a 665 feet long riprap
revetment along the Nauss River with two rip rap jetties (107 linear feet along the navigation channel and 97 feet along the
flushing channel). Construct a 1,890 at pavillion and 80 feet by 12 feet wooden bridge.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
I. What Is the approximate total disturbed land area resulting from the proposed project? 16.84 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public aocessway or other area []Yes ®No [INA
that the public has established use of7
h. Describe location and type of existing and proposed discharges to waters of the state.
There are no exisitng discharges to waters of the State. The proposed development will direct stormwater runoff to permitted
SCMs and will not directly disharge runoff to waters of the state.
RECEIVED
RECEIVED JUN 19 2020
252.808.2808 .. 1.888.4RCOAST ., www.nc c�atftgn202�""'DCM' -WARD
DCM-11 HD CITY

Form DCM MP-1 (Page 4 of 5) APPLICATION for
Major Development Permit
I. WIII 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? ❑Yea []No ®NA
j. Is there any mitigation proposed? []Yes ®No DNA
If yes, attach a mitigation proposal.
<Form continues on back>
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
Inseuction booklet on how to property prepare the required Items below.
a. A project narrative.
It. 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? It previously authorized work, dearly 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 DENn.
I. 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 Christopher Bahret ET uX Phone No.
Address 2410 Londonderry Rd. Alexandria, VA 22308
Name Camp Seafarer Phone No.
Address 1601 Hillsborough Street, Raleigh, NC 27605
Name Phone No.
Address
g. A list of previous slate or federal permits Issued for work on the project tract. Include permit numbers, permittee, and Issuing dates.
See attached ExNbk B-List of Permits
h. Signed consultant or agent authorization form, if applicable.
1. 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.
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 cel ify th t the information provided in this application is truthful to the best of my knowledge.
Date .o Print Name Dni IRECEIVED
Signature g RECEIVED
JUN 1 9 i p0
252.808.2808 .. 1-888-4RCOAST .. www.nccoastalmanaaomVGltrl—VUA.F?('a
DCM-MHD CITY

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
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
SDCM MP-4 Structures Information
Major Development Permit
RECEIVED
JUN 19 2020
pp W
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252-It 011.21;08 ,. 1 t; 7t 8 - 4 1 t C 0 A!;-1 .. w va w. u c c u n;'. t a t 1.1JULA.6,22L,t
0r,M-MHD CITY

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
Nay.693
Length
875
55
96 & 109
Flush 90
Nay. 60
Width
Avg. 83
20
10 to 12
Flush 40
Avg. Existing
3 NWL
N/A
installed in
NA
NA
Depth
upland basin
Final Project
Nev. -6 NWL
Depth
Flush 4 NWL
-6 NWL
-5
NA
NA
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL In
cubic yards.
9,774
c. (1) Does the area to be excavated Include coastal wesands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
NCW 1000 ❑SAV ❑SB
❑WL _ []None
(it) Describe the purpose of the excavation In these areas:
S. patens fringe Impacted (+/- 1,000 at) for creation of navigation
and flushing channels.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Onsite in location shown on Sheet 1 of 3 Arlington Place
Overall Plans dated 05/12/20
c. (1) Do you claim title to disposal area?
®Yes ❑No ❑NA
III) If no, attach a letter granting permission from the owner
a. (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
❑WL ®None
(II) Describe the purpose of disposal In these areas:
N/A
[I This section not applicable
b. Type of material to be excavated.
Sandy clay to clayey sands
d. High -ground excavation In cubic yards.
65,542
b.
+/- four acres
area.
❑This section not applicable
d. (1) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(it) If yes, where?
In open area of project as shown on attached plans.
1. (1) Does the disposal Include any area in the water?
[]Yes ®No ❑NA
(II) If yes, how much water area is affected?
WA RECEnv�r, Rio
REVEiv�v
JUL 0 6 2020 JUN 19 2020
252-808.2808 :: 1.868-4RCOAST :: www.ncc9astalmanagoAr hVM. 6tvrr P1 " ' ' revised: 12126/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
®Bulkhead NRiprap ❑Breakwater/Sill ❑Other _
Width: riorao revetment lB ft. 1-2 fl bulhead
C. Average distance waterward of NHW or NWL: 0. Riprap
d. Maximum distance waterward of NHW or NWL: Revetment
revetment alingment will be staked prior to construction and
placed landward of NWL.
approved by DCM In order to minimize Impacts to opportunistic
coastal wetlands fringe.
f. (1) Has there been shoreline erosion during preceding 12
e. Type of stabilization material:
Granite Riprap, timber and vinyl
months?
®Yes ❑No ❑NA
fill If yes, state amount of erosion and source of erosion amount
Information.
2-3 feet after Hurricane Dorian --anecdotal.
g. Number of square feet of fill to be placed below water level.
h. Type of fill material.
Bulkhead backfill — Riprap
Granite Riprap
Breakwater/Sill Other
1. Source of fill material.
Granite quarry.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? []Yes []No []NA b. (1) Will fill material be placed in coastal welfwds/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(11) Amount of material to be placed in the water other wetlands (WI-)? If any boxes are checked, provide the
number of square feet affected.
(III) Dimensions of fill area ❑CW ❑SAV
❑SB
(iv) Purpose of fill
❑WL ❑None
(it) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
b. What type of construction equipment will be used (e.g., dragline,
controlled?
backhoe, or hydraulic dredge)?
FIII material will be contained by slit fencing, sediment ponds and
Excavators, barges, dumptrucks, front end loaders, conventional
other best management practices as required. A SESC Plan
will be sought In conjunction with this CAMA Permit request for
all land disturbance activities.
consruction equipment etc. All equipment will be stored on site
in areas of uplands.
c. (I) Will navigational aids be required as a result of the project?
®Yes []No ❑NA
d. (1) WIII wetlands be crossed In transporting equipment to project
site? ❑Yes NNo ❑NA
(if) If yes, explain what type and how they will be implemented.
(II) If yes, explain steps that will be taken to avoid or minimize
Channel markers will be installed according to requirements set
environmental Impacts.
forth by the US Coast Guard. Proposed navigational aid
locations are shown on the attached site plans.
All work will occur outside of Section 404 Wetlands and no
wetlands will be crossed or impacted1 tit r(.t{'3igr�
4 �CFi�/E oJGUN 3 2° o
252.808-2808 :: 1.888-4RCOAST :: www.neco_astalmanngement.uet JUL 0 6 NY DCM-W. 2126106
DCM.MHD CITY

Date
Pmject Name
wpwatlivo i
Appli nt N
Appl t I n twe
RECEIVED
JUN 19 2olo
RECEIVED DCM-WARD
JUL 0 6 2020
282.888.2888 :: ,-888-aacoasr :: wwwaiccoastalmanagemont.no` aCM-MHD CITX revised: 12728108

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. 4
One dry stack storage facility with a total footprint of 36,000
at: 750 at marina office; 16,284 at clubhouse and all
associated parking and infrastructure as required. 1,890 at
pavilion.
c. Density (give the number of residential units and the units per
acre).
N/A All devleopmeni on this lot is commercial to serve the
adjacent development. Adjacent development density
subject to Town of Minnesoft Beach Master Plan.
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(1) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted: A permit will be sought and
obtained well in advance of any land distrurbance.
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.
9.9%
1. 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.
23.3% (Assumes subdivied commerical marina lot)
j. Describe proposed method of sewage disposal.
Sewage will be pumped to permitted treatment facility and
disposed of in permitted onsite HRIS ponds.
1. 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).
No discharges to waters of the state are proposed. Boat
d. Size of area to be graded, filled, or disturbed Including roads,
ditches, etc.
16.84 Acres
I. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for Impervious surfaces.
Impervious surfaces will be asphalt, paver stone, concrete,
gravel, and other traditional materials.
h- Projects that require a CAMA Major Development Permit may also
require a Stormweler Certification.
(1) Has a site development plan been submitted to the Division of
Water Duality for review?
❑Yes ®No ❑NA
(II) If yes, list the date submitted: A NC DEMLR Stormwater
Permit will be sought and obtained well in advance of any
land distrubance.
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
RECEIVED
m. Does the proposed project include an innovativ1��m�vr�020
design?
❑Yes ON
yes, attahoaC 'Cgntation. DCM—WARO
252.808.28082 :: 1.8884RCOAST :: www.nccoastaimana3lement.net
DCM-MHD CITY
revised: 12126106

Forim DCM MP-3 (Upland Developinent, Page 2 of 2)
washdown will be performed indoors and pre-treated to
residential effluent standards before being pumped to a
permitted WWTP and HRIS pond.
M. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Pamlico County Water
o. When was the lot(s) platted and recorded?
Zoos
Date -
Pro w
ject Name
Appil ant
,,L!
n. (1) 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 DNA
RECEIVED
JUN 19 2020
DECEIVED DCM-WARO
252-808-2808 :: 1.888-4RCOAST :: www.necoastalnrmegement.net
LLCM-MHD CITY

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) Docks) and/or pier(s) d. (1) Are Finger Piers included? ®Yes []No
(II) Number 6 total If yes:
(III) Length (1) 300' main open water seasonal vier ft) 25' (11) Number 39
fuel dock (2) 50' ramp tie off (2) 30' boat drop (Ili) Length (19) 20' (201 10'
(iv) Width (2) 6' (2) 4' (2) 3' (iv) Width 3
(v) Floating ❑Yes ®No (v) Floating ❑Yes ®No
e. (1) Are Platforms Included? ®Yes []No
If yes:
(it) Number 1
(Ili) Length 20
(iv) Width 30
(v) Floating ❑Yes ®No
Note: Replied areas are calculated from drfpline dimensions.
g. (I) Number of slips proposed
40 wet slips: 144 dry stack storage slips
(II) Number of slips existing
None in Phase III --a permitted day dock is located on the
property "up" the shorline from the proposed
commerical marina (identified on the attached plans).
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: 26 ft.
m. (1) Will the facility have fie pilings?
()Yes []No
(if) If yes number of tie pilings?
20
I. (I) Are Boatlifts included? ❑Yes ®No
If yes:
(1) Number
(Ili) Length
IN) Width
h. Check all the types of services to be provided.
® Full service, Including travel lift and/or rail, repair or
maintenance service
® Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 40
® Dry storage; number of boats: 200
® Boat ramp(s); number of boat ramps: 1
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed types
I. (1) Will the facility be open to the goner MVED
®Yes []No
JUL 0 6 2020
DCM-MHD CITY
252-808-2808:: 1-888-4RCOAST:: Www.nccoastalmansaement.in revised: 12/27106

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.
N Office Toilets
® Toilets for patrons; Number: 8 Location: Marina office will have two toilets for patrons. Clubhouse will have additional restroom
facilities (6 or more) as requried by INC Building Code.
® Showers
® Boatholding tank pumpout; Give type and location: Mobile pumpout will be used.
b. Describe treatment type and disposal location for all sanitary wastewater.
A 200,000 gallon centralized sewer system and high rate infiltration ponds are permitted and will be constructed to serve the
marina and clubhouse.
c. Describe the disposal of solid waste, fish offal and trash.
Solid waste will be handled using approved dumpslers (locations shown on attached plans). Fish offal will be handled following
best management practices as outlined in the NC Clean Marina Handbook. A dedicated fish cleaning area will be constructed
and marina staff will dispose of fish waste daily.
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge will be allowed --signs will be posted at the boat ramp and boat docks as shown on the attached site
plans.
e. (1) Give the location and number of "No Sewage Discharge" signs proposed.
Three signs will be posted as shown on the attached site plans.
(II) Give the location and number of "Pumpout Available" signs proposed.
Three signs will be posted as shown on the attached site plans.
1. Describe the special design, if applicable, for containing Industrial type pollutants, such as paint, sandblasting waste and petroleum products.
Underground fuel tanks with appropriate secondary containment will be installed in the location as shown on the attached site
plans. All pumps lines and equipment will be new construction with secondary containment and all required safety features.
g. Where will residue from vessel maintenance be disposed of?
No vessel maintenance will be allowed in the marina. The dry stack storage buidling will have boat washdown inside the
structure and all wastewater will flow via floor drain to a pre-treatment system (tankage and oil/grit separator) capable of
treating effluent to residential standards for pumping to the permitted central wastewater system.
h. Give the number of channel markers and "No Wake" signs proposed. Four as shown on attached site plans and in consultation with
the USCG.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
Location of fuel dock, tanks and dispenser are shown on the attached site plan. The marina will be staffed and fuel
dispensation will be monitored and performed by trained marina staff. A Spill Prevention Control and Countermeasures Plan
will be developed for the marina. All equipment will be desinged and constructed with secondary containment, shut off valves
etc._...--
). What will be the marina policy on overnight and live -aboard dockage?
No live-abord dockage will be allowed.
JUL 0 6 2020
252.008.2008 :: 1-888-4RCOAST:: www.neeonstalmanamement.nel revised: 12127/06

Form DCM MP-4 (Structures, Page 3 of 4)
k. Describe design measures that promote boat basin flushing?
The basin was modeled using EFDC software and the moddling resulted in the channel and basin morphology shown on the
attached site plans. Hydrodynamic modeling for this location predicts the need for a second flushing channel to promote flow
through as shown on the attached plans. Rock groins are located at the channel entrances along with solid vinyl breakwater
walls along the sides of the basin to further promote flushing.
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?
[]Yes ®No
n. Is the madna/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 wetands (WL)? 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 leassholder(s), and give the proximity to the lease.
NA
3. BOATHOUSE (Including covered lilts) ®This section not applicable
a. (1) Is the boathouse structure(s):
❑Commercial ❑Pubiic/Govemment ❑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 Fill.) ❑This section not applicable
a. (I) Number 4
(ii) Length 30'
(fll) Width 1_5'
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): b. Number REICEIVED
❑Commercial ❑PubliciGovemmenl ❑Private/Community
JUL ® 6 2020
252-008-2808 :: 1-88a-4RCOAST :: www.ncconstalmanaaement.net r, 7 6

Form DCM MP-4 (structures, Page 4 of 4)
c. Distance to be placed beyond shoreline
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
1,475 linear feet
Note: For buoy ormoonng piling, use arc of swing including length
of vessel.
C. Width of water body
+/- 3.1 miles at narrowest Point
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.
Green square (36" max with 12" military font lettering and
48" red equilateral triangle with 12 ' miiary font letter will be
installed as shown on the attached plans. The signs will be
affixed to wood pilings (typ.).
d. Description of buoy (color, Inscription, size, anchor, etc.)
b. Proximity of structure(s) to adjacent docking facilities.
350 If to dock on property owned by applicant. Nearest
docking facility not owned by property owner is
approximatley 2,500.
d. Water depth at waterward end of structure at NLW or NWL
-4.5 ft NWL for fixed Pier. Basin will be constructed to -6 0'
below NWL.
& OTHER ❑This section not applicable
a. Give complete description:
335 ft. by 10 ft. wooden boardwalk (situated over land) and pedestrian access stairs for patrons of the wet slips to access the
marina as shown on the attached plans.
S' 113'7v
Date
Project Name
I,LL-dECEIVED
App can Name
JUL 0 6 2020
Ap li ant S ature
I.tCM-MHD CITY
252-800.2808:: 1-888.4RCOAST:: rN v�nMmcconstalmanaaement.nel revised: 12127106

Form DCM MP-5
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.
1. BRIDGES ❑This section not applicable
a. Is the proposed bridge:
❑Commercial ❑Public/Government ®Private/Community
C. Type of bridge (construction material):
Wood
e. (i) Will proposed bridge replace an existing bridge? []Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge;
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9. Length of proposed bridge: 80 feet
I. Will the proposed bridge affect existing water flow? []Yes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge: Aoorox 7.5'
at NWL
b. Water body to be crossed by bridge:
Man made basin/channel
d. Water depth at the proposed crossing at NLW or NWL:
Approx. -5.0' (NWL)
f. (I) Will proposed bridge replace an existing culvert? []Yes ®No
If yes,
(it) Length of existing culvert: _
(III) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 12 feet
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ®Yes []NO
If yes, explain: This bridge is proposed primarily to provide
access to maintain island created from channel and basin
dredge. The bridge will also restrict boat traffic in and out
of what is a flushing channel not intended for motor boat
traffic.
I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Vas ®No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: NA
waters? ❑Yes ®No
If yes, explain:
2. CULVERTS 0This se mt!adicahle
a. Number of culverts proposed:
b. Water body in which the culvert is to be placed:
JUL 0 6 2020
Or a mH--rCTY
252-808-2806 :: 1-808-4RCOAS7 :: www.nceonstahnanngement•nct revised: 1012W06

Forst DCM MP-S (Bridges and Culverts, Pnpr` 2 of 4)
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
< Form continues on bacl
Dyes ONO
If yes,
(11) Length of existing bridge: _
Pit) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
1. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
❑Yes ONO
II yes,
(if) Length of existing culvert(s): _
(III) Width of existing culvert(s): _
(iv) Height of the top of the existing culvert above the NHW or
NWL: _
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Width of proposed culvert: _
I. Depth of culvert to be burled below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
Dyes ONO
If yes, explain:
3. EXCAVATION and FILL ®This section not applicable
e. (1) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ❑No
It yes,
(ll) Avg. length of area to be excavated:
(ilt) Avg. width of area to be excavated:
(Iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation withln coastal wetlandstmarsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SE), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(it) Describe the purpose of the excavation in these areas:
RECEIVED
JUL .O 6 2020
DCM-MHD CITY
252-808.2808 :: 1.8884RCOAST :: www,nc_coastalmanagement.net revised: 10128f06

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? []Yes ®No
If yes,
(11) Avg. length of area to be excavated: NA
(III) Avg, width of area to be excavated: NA
Qv) Avg. depth of area to be excavated: NA
(v) Amount of material to be excavated in cubic yards: NA
d. If the placement of the bridge or culvert Involves any excavation, please complete the tollowing:
(1) Location of the spoil disposal area: NA
(it) Dimensions of the spoil disposal area: NA
(III) Do you claim title to the disposal area? []Yes ❑No (ff no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ❑Yes []No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL []SB ®None
If any boxes are checked, give dimensions if different from (ii) above. NA
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (it) above. NA
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described In Item d above) to
be placed below NHW or NWL? ❑Yes ®No
If yes,
(if) Avg. length of area to be filled:
(III) Avg. width of area to be filled:
(iv) Purpose of MI:
f. (1) WIII the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (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
❑WL ®None
-- - (if) Describe the purpose of the excavation in these areas:
g. (1) WIII the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? []Yes ®No
If yes,
(11) Avg. length of area to be filled: NA
(ill) Avg. width of area to be filled: NA
(Iv) Purpose of fill: NA
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? []Yes ®No detour structures? ❑Yes ®No
If yes, explain: NA If yes, explain: NA RECEIVED
252.608-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement net ,curse 8 08

Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Pile drivers and typical construction and carpentry
equipment.
g. Will the placement of the proposed bridge or culvert require en
shoreline stabilization? ❑Yes lNo
If yes, complete torn MP-2, Section 3 for Shoreline
Stabilization only.
S 13 2ti
Date
Wi ttl etV 0 PG,"C 04 4- IJ A
P-rrojse�cct,
t Name r ft'.. ./
lV
Appli ant y; \
Appxbant Signature
The bridge will be placed across a channellbasin dredged
as part of an upland marina. All information related to
excavation disposal can be found on DCM-MP-2
I. Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
II yes, explain steps that will be taken to avoid or minimize
environmental Impacts.
NA
RECEIVED
,JUL 0 6 2020
.�^ i'F-
252-Of1tA2000 :: 1-fti3n 4RCOASt :: www.nccoa:,hrinvm otpvnent.n et revrsr-d: 10!26,06

zIIIIIIL`
ROY COOPER
4oVPmor
DIONNE DELLFGATTI
seoemr
BRAXTON DAVIS
D/mtor
Quible and Associated PC
Warren Eadus
[e-mail]
NORTH CAROLINA
Envtrnnmwod QuaUty
May 5, 2021
SUBJECT: Coastal Area Management Act (CAMA) Permit Application Submittal for Burton
Farm Development Company LLC, in Pamlico County
Dear Mr. Eadus:
This letter is in response to the above referenced CAMA permit application, which was accepted
as complete by the Division's Washington office on June 19, 2020.On October 26, 2020,
processing of your application was placed on hold pending a request for additional information
concerning the Division of Water Resources' request regarding a flushing model for the marina.
With the acceptance of the flushing model and the resulting DWR certification issued May 3,
2021, processing of your permit application has officially resumed. The revised projected 150-
day deadline for making a decision is May 26, 2021.
Please feel free to contact me by phone at [phone] ext. 215 if you would like to discuss
this matter further.
CC: DCM WaRO
Sincerely,
Gregg Bodnar
Assistant Major Permits Coordinator
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City. North Carolina 28557
252.808.2808

. a•�t
Bodnar, Gregg
From:
Bodnar, Gregg
Sent:
Wednesday, May 5, 2021 2:51 PM
To:
'Warren Eadus'
Cc:
Spivey, Kelly, Sparks, Ked E
Subject:
Burton
Attachments:
Burton Farm -Arlington Place OFF HOLD.pdf
Afternoon Warren,
Per our discussion earlier this week, please see above for a copy of the off hold and adjusted 150 day. I have attempted
to contact Josh at the Corps but have not received a response. If you have any luck let me know and I will do the same. I
have been in touch with Maria at WRC and I hope to have comments asap. If anything of note arises I will let you know.
Thanks,
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 ON 2808 ext 21S (Office)
gngg,BodnaEenodenr.gRv
&W# comspondence to and from this address is subject to the
North Carolina PuWic Records law and maybe disdosed to third parties.

l
ROY COOPER
Gm,emor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Quible and Associates P.C.
Warren Eadus
[e-mail]
NORTH CAROLINA
Environmental Quality
October 26, 2020
SUBJECT: Coastal Area Management Act (CAMA) Permit Application Submittal for Burton
Farm Development Company LLC., in Pamlico County
Dear Mr. Eadus:
This letter is in response to the above referenced CAMA Major Permit application, which was
accepted as complete by the Division's Morehead City office on June 19, 2020. Processing of the
application is ongoing. However, it has been determined that additional information will be
required prior to the Division taking final action on your application. The required item is
summarized below:
1) In accordance with 15A NCAC 07H.0208(a)(2)(B), it is the policy of this Division that,
prior to taking final action on a project of this nature, a Water Quality Certification for
the proposed development must first be approved by the Division of Water Resources
(DWR).
The DWR placed the project on hold on September 1, 2020 for additional information
concerning the flushing model. Unfortunately, the Division of Coastal Management was not
aware of the hold until October 26, 2020, but it appears as though additional information from
the applicant will be required before a final decision on issuance of a Water Quality Certification
can be made.
Therefore, it is necessary that processing of your permit application be placed in abeyance until
such time as the required information is provided to the DWR, a Water Quality Certification is
issued for the project, and a copy of the approval supplied to this office.
ODE �
North Carolina Department of Environmental Qualfty I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.8082808

If you have any questions concerning these matters, please feel free to contact me by telephone
at [phone] extension 215, or by email at gregg.bodnarna.ncderingov.
Sincerely,
Gregg Bodnar
Division of Coastal Management
Assistant Major Permits Coordinator
CC:
Kelly Spivey, DCM WaRO
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.8082808

Bodnar, Gregg
From: Bodnar, Gregg
Sent: Monday, October 26, 2020 3:24 PM
To: 'Warren Eadus'
Cc: Spivey, Kelly; Pullinger, Robert C; 'Pelletier; Josh R CIV CESAW CESAD (USA)'
Subject: DCM Hold for Burton Farm
Attachments: Burton Farm -Arlington Place HOLD.pdf
Afternoon Warren,
Per our discussion this morning and the understanding that DWR has placed the project on hold as of 9/1/20 for
additional information concerning the flushing model. Please see above for the DCM hold on the project.
Thanks,
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
2528082808ext2iS (Office)
gn%BQdnar@ncd nr, v
Email co respomkrice to and Dram this address is subject to the
North Caroilna Pub* Records tow and may bedisdosed to third parties.

ROY COOPER
Governor
MICHAEL S. REGAN
secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
September 1, 2020
Burton Farm Development Company, LLC
ATTN: Doug Anderson
PO Box 1908
Rocky Mount, North Carolina 27802
Subject: REQUEST FOR ADDITIONAL INFORMATION
Burton Farms Development — 306 Arlington Place
Dear Mr. Anderson:
RECEIVED
NOV 2 2020
DWR # 2020-0888 v1
Pamlico County .
On July 06, 2020, the Division of Water Resources (Division) received a copy of your CAMA Major
application requesting a 401 Water Quality Certification from the Division for the subject project.
The Division has determined that your application is incomplete and cannot be processed. The
application is on -hold until all of the following information is received:
1. Hydrodynamic Model
Please review the attached comments provided by the Division's Modeling and
Assessment Branch concerning the flushing model.
Pursuant to 15A NCAC 2H. 0506 (6)(f) and Title 15A NCAC 02H .0506 (6)(g), the applicant shall
furnish all of the above requested information for the proper consideration of the application. If
all of the requested information is not received in writing within 30 calendar days of receipt of
this letter, the Division will be unable to approve the application and it will be returned. The
return of this project will necessitate reapplication to the Division for approval, including a
complete application package and the appropriate fee.
Please respond in writing within 30 calendar days of receipt of this letter by sending three copies
of all of the above requested information to the 401 & Buffer Permitting Unit, 1617 Mail Service
Center, Raleigh, NC 27699-1617.
North Carolina Department ofEnvIronmentalQuality IDivision ofWaterResotaces
Washington Regional Oftice 1943 Washington Square Mall I Washington, North Carolina 27889
252.946.6481

Please be aware that you have no authorization under the Neuse Riparian Buffer Rules for this
activity and any work done within riparian buffers or waters of the state may be a violation of
North Carolina General Statutes and Administrative Code.
Please contact Chris Pullinger at 252-948-3918 or chris.oullineer(@ncdenr.gov if you have any
questions or concerns.
Sincerely,
Coro P.,Q�„
Chris Pullinger, Environmental Specialist II
Water Quality Regional Operation Section
Division of Water Resources, NCDEQ
cc: Warren D. Eadus, Quible & Associates, PC (via e-mail: [e-mail]))
Josh Pelletier, USACE Washington Field Office (via e-mail)
Gregg Bodnar, DCM Morehead City (via e-mail)
Kent Vaughan, DCM WaRO (via e-mail)
DWR Files/Laserfiche
NOV 2 2020
MP SECTION MHD

Arlington Place Marina
DWR Modeling and'Assessment Branch Review
August 2020
The Modeling and Assessment Branch offers the following review comments on the Arlington Place
Marina EFDC Model. Please note these comments are based on the model report as we do not have all
files necessary in order to be able to run the model ourselves.
• The local model with the single channel design indicates that flushing and dissolved oxygen
conditions will not be acceptable with this design
0 35 days flushing with wind, or up to 87 days under unlikely scenario of no wind
o DO ranges from 1.3 mg/L under no wind scenario vs 6 mg/L with wind scenario (based
on all marina cells averaged together).
The revised channel configuration should be perused if this project advances.
0 3 days flushing with no wind scenario or 2.5 days flushing with wind
0 5.3 average DO for no wind and 6.5 average DO with wind scenario (most likely
scenario)
For completeness of record, we would offer the recommended clarifications to the model/report:
• DWR will need the model executable for reference as well as to be able to run the model and
verify we can reproduce the results. The executable was not provided with the model materials.
Please provide the EFDC model indicated by the batch file "C:\Program
Files\DSI\EEMS10.1\EFDCPIus_100_OMP_191107_SPx64.exe." Please also provide a description
to a working batch file for users.
• In the report itself:
o Clarify the model settings for regional model scenario 4 as described in both pg. 17 and
pg. 19. Especially the hydrodynamic settings (i.e. wind, tide and flow).
o Please provide the rationale for open/river boundary condition choices for the local
model scenarios (pg. 19). Why are boundary conditions provided by a mixed regional
model scenario output?
o Instead of a recommended 1.5 g/m2/d SOD value, the model scenarios used 1.0
g/m2/d. An additional model scenario with 1.5 g/m2/d SOD needs to be conducted at
least for the revised channel configuration for the local model to assess DO
concentrations within the proposed marina.
o_ It should be clearly documented that turbulence, salinity, and biological processes (e.g.
BOD) are not simulated in the model scenarios, and hence some margin of safety may
be added to the assessment. The revised channel option suggests a relatively short
residence time and therefore not likely to have large imparts, but it should be
documented.
NOV 2 2020
iMP SECTION M14D

Bodnar, Gregg
From:
Sent:
To:
Cc:
Subject:
Mr. Eadus (Warren),
Pullinger, Robert C
Monday, October 26, 2020 7:46 AM
Warren Eadus
Bodnar, Gregg
RE: [External] Burton Farm Development
I've reached out to the modeling branch,, to try and get some clarification on what those comments mean. From what
can tell (and again, I'll have to do some asking/digging and get back to you, hopefully later today), the comments
provided by DWR's Modeling and Assessment Branch suggest that the revised channel is preferrable to the local model
with the single channel design, so that would be the design to "pursue" between the two, but additional/further
information would be needed in order to review and/or independently reproduce the results that suggest that water
quality standards will be met by the two -channel design.
Chris Pullinger
Environmental Specialist II
Division of Water Resources — Water Quality Regional Operations
North Carolina Department of Environmental Quality
943 Washington Square Mall
Washington, NC 27889
252 948 3918 office/desk phone
252-943-1036 state cell phone
chris. oullinoerno.ncderingov
From: Warren Eadus <[e-mail]>
Sent: Friday, October 23, 2020 12:29 PM
To: Pullinger, Robert C <[e-mail]>
Cc: Bodnar, Gregg <[e-mail]>
Subject: RE: [External] Burton Farm Development
Any updates on this?
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg 400
Powells Point NC 27966
PO Drawer 870
Kitty Hawk, NC 27949
t 252.491.8147
f 252.491.8146
m 252.202.8166
www.guible.com

LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material.
Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended
recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer.
From: Warren Eadus
Sent: Tuesday, September 29, 2020 1:00 PM
To: Pullinger, Robert C <chris.oullinger@ncdenr eov>
Cc: Bodnar, Gregg <ereee.bad [e-mail]>
Subject: RE: [External] Burton Farm Development
Chris,
Thank you for sending these comments to me. We have not seen these. I'm copying Gregg with DCM to keep him in the
loop. We are pursuing'the two channel option which, based on the report will meet DWR guidance. I can have the
modeler address the comments in the response, but the word choice "For completeness of record," leads me to believe
that we can proceed with the second channel option. Am I interpreting this correctly?
Thanks,
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg 400
Powells Point NC 27966
PO Drawer 870
Kitty Hawk, NC 27949
t 252.491.8147
f 252.491.8146
m 252.202.8166
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material.
Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended
recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer.
From: Pullinger, Robert C <[e-mail]>
Sent: Tuesday, September 29, 2020 11:47 AM
To: Warren Eadus <[e-mail]>
Subject: RE: [External] Burton Farm Development
Mr. Eadus (Warren),
I just wanted to check in with you on the Burton Farm/Arlington Place marina project and make sure that you'd received
the comments that DWR's Modeling and Assessment Branch had, and make sure nothing got lost/missed in the mix with
all the middle men involved... I've attached their comments here in case you haven't received them, and I also wanted
to see if you've had any other communication with that group concerning the flushing model in particular, as I'm not

sure how much help I'd be in answering any questions you might have about their comments, but if there's ones you
think I can answer, let me know.
Chris Pullinger
Environmental Specialist II
Division of Water Resources — Water Quality Regional Operations
North Carolina Department of Environmental Quality
943 Washington Square Mall
Washington, NC 27889
252 948 3918 office/desk phone
252-943-1036 state cell phone
chris.oullinoer(a)ncdenr gov
From: Warren Eadus <eadus(aauible.com>
Sent: Wednesday, September 02, 2020 9:19 AM
To: Pullinger, Robert C <chris.oullingerCa ncdenr.eov>
Subject: [External] Burton Farm Development
Chris,
Hope all is well. If there is anything you need from me regarding the Burton Farm Development CAMA Major Permit
application, please do not hesitate to ask.
Thanks,
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg 400
Powells Point NC 27966
PO Drawer 870
Kitty Hawk, NC 27949
t 252.491.8147
f 252.491.8146
m 252.202.8166
www.ciulble.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material.
Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended
recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer.

Bodnar, Gregg
From: Pullinger, Robert C
Sent: Monday, October 26, 2020 8:02 AM
To: Bodnar, Gregg
Subject: RE: Bridgeton Marine
Hey Gregg,
Hope you had a good weekend, and thanks again for the continued patience. I'm going to take this one off of hold
today, and issue the permit for it hopefully by at least Wednesday.
Chris Pullinger
Environmental Specialist II
Division of Water Resources — Water Quality Regional Operations
North Carolina Department of Environmental Quality
943 Washington Square Mall
Washington, NC 27889
252 948 3918 office/desk phone
252-943-1036 state cell phone
chris. oullinoer(a.ncdenr.gov
From: Bodnar, Gregg <[e-mail]>
Sent: Friday„October 23, 2020 8:43 AM
To: Pullinger, Robert C <[e-mail]>
Subject: Bridgeton Marine
Hey Chris,
Just wanted to check in again on this one that is on hold for the DWR buffer restoration signoff. This one is right at our
150 day so if you are able to let me know when this one might come off DWR hold that will give me time to finish off on
my end so I don't have any issues with the 150.
Thanks,
Gregg
LECQS
Gregg Bodnar
Assistant Major Permits Cowdinator
Division of Coastal Management
Department of Environmental Quality
252 on 2808 CA US (office)
Grema.godnar@ncdenraov
&=I/owrcaponderm to andfmm ft addms Is su*d to die
North taroIm ftUcRem* &wand map bed(sdased to third partles.

Bodnar, Gregg
From:
Warren Eadus <[e-mail]>
Sent:
Thursday, September 10, 2020 4:53 PM
To:
Bodnar, Gregg
Cc:
Troy Murphy
Subject:
[External] Arlington Place
Gregg,
Just returned to the office and listened to your voicemail and can offer the following:
We have not had a structural engineer provide details or designs of the proposed access bridge over the flushing
channel at the proposed Arlington Place Marina, but this bridge is only to provide pedestrian, golf cart and/or small
tractor or lawnmower access —not for any automobiles, fire trucks or other emergency vehicles. We assume that the
minimum distance between pilings would be 8 feet on center, but that could be adjusted further if necessary to provide
personal non -motorized access (canoes, kayaks etc.).
Please let me know if this helps or if you need more detailed information.
Thanks,
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg 400
Powells Point NC 27966
PO Drawer 870
Kitty Hawk, NC 27949
t 252.491.8147
f 252.491.8146
m 252.202.8166
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which It is addressed and may contain confidential and/or privileged material.
Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended
recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer.

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Quible and Associates P.C.
Warren Eadus ([e-mail])
Dear Mr. Eadus,
NORTH CAROLINA
Environmental Quality
September 2, 2020
This letter is in reference to the application submitted for Burton Farm Development Company
LLC., for a Coastal Area Management Act Major Permit to undertake development activities to
construct a marina with two access channels adjacent to the Neuse River, in Pamlico County.
Although processing of the application is nearing completion, additional time is needed for this
office to complete the review and make a decision on your request. Therefore, it is necessary that
the standard review time be extended. An additional 75 days is provided by G.S. 113A-122(c)
which would make November 16, 2020 the new deadline for reaching a decision on your
request. However, we expect to take action prior to that time and will do so as soon as possible.
In the interim, should you have any question on the status of your application, do not hesitate to
contact me by phone [phone] ext. 215) or e-mail ([e-mail]).
Cc: DCM WaRO
Sincerely,
Gregory W. Bodnar
Assistant Major Permits Coordinator
a' , Ac �FQ2
North Carolina Departmetm of Environmental Quallty I Dhrision of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.8082808

.'1
Bodnar, Gregg
From:
Bodnar, Gregg
Sent:
Wednesday, September 2, 2020 9:13 AM
To:
'Warren Eadus'
Subject:
Burton Farm Extension
Attachments:
Burton Farm Development EXT.pdf
Morning Warren,
Please see above for the extension for Burton Farm. Currently I am waiting on DWR, USACE and WRC. I have sent
requests for comments this week to all.
Thanks,
Gregg
i
DEQ5
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 BOB 2808 ext 225 (Office)
Grexa.BodnarencdenrgM
EmoflcarncspmWenor to and from this address Is subject to the
North Carolina PubflelReftnOis Law and maybedholosed to thkd porttes.

Bodnar Gregg
From: Bodnar, Gregg
Sent: Tuesday, August 11, 2020 10:20 AM
To: Troy Murphy
Subject: RE: [External] RE: Arlington Place LUP comments
Morning Troy,
I did not catch that the other two existing workplans still show the gazebo. Can you update and send an electronic copy
and hard copies for the file? Also, Kelly should have contacted you about an engineer's stamped justification for the
groins >25 feet. Has that been discussed and is it available?
Thanks,
Gregg
From: Troy Murphy <[e-mail]>
Sent: Tuesday, July 28, 2020 2:54 PM
To: Bodnar, Gregg <[e-mail]>
Subject: [External] RE: Arlington Place LUP comments
Gregg,
Attached is an amended sheet 2 of the Arlington Place CAMA Plan, updated per the LUP comments below. Hard copies
will be placed in the mail. Let me know if there is anything else you may need.
Thanks,
Troy Murphy
Environmental Scientist
Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg 400
Powells Point, NC 27966
PO Drawer 870
Kitty Hawk, NC 27949
t 252-491-8147
f 252-491-8146
www.guible.com
00 �
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or
privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by
persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and
delete the material from any computer.

LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material.
Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended
recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer.
From: Bodnar, Gregg <RreRg.bodnarPncdenr.¢ov>
Sent: Tuesday, July 28, 2020 10:44 AM
To: Warren Eadus <[e-mail]>
Cc: Spivey, Kelly <keIIy.sglyeV ncdenr.gov>; Pullinger, Robert C <chris.oullingerCa)ncdenr.Rov>; Pelletier, Josh R CIV
CESAW CESAD (USA) <Josh. R. Pel letie r@ usace.army.mil>
Subject: Arlington Place LUP comments
Morning Warren,
I cc'd Josh and Chris as this may result in revised workplans.
I wanted to pass along comments from our planner, (see above). Pamlico County has very specific language in their LUP
concerning marinas. In this case there a 4 requirements and it looks like 2 are satisfied (pump out/restrooms and 0.5
off-street space for each slip or storage space). The other 2 consist of a dry fire hydrant and the location of the
gazebo. The fire hydrant can be added, but the more complicated one is the gazebo. In summary the gazebo sits within
a 75-foot permanent conservation buffer, which is inconsistent with the LUP
So in order to be consistent with the LUP the hydrant will need to be identified and the gazebo must be moved from the
75ft conservation buffer. The attachment above goes into great detail including locations within the LUP where the
language is found. Since this is inconsistency results from the LUP, if the project would stay as proposed and be denied
due to the LUP, there is no avenue for a variance since it is inconsistent with the County's LUP.
There are other policies that are stated that the project is consistent with and must continue to be consistent with as
well.
Once you've digested the comments let me know what course you'd like to take.
Thanks,
Gregg

Gregg Bodnar
Assistant Major permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 ON 2808 eM 215 (Office)
Grelig.Bodnartgncdeor.gov
Email correspondence to and Jrom this address issabjed to the
North Carolina Pablk Records Law arrd may be disdbsed to third partks.

Town of Winnesott Beach
11758 Highway 306 South
Minnesott Beach, NC 28510
Phone [phone] Fox 252-249-0285
WW W.n111111eso theilel111e.Loyottlec.2coln
c-111811: nlil, esoltUcech.rov 1[tnoiLcom
June 30,2020
LAMA
943 Washington Square Mail
Washington, NC 27889
RE: Arlington Place Subdivision Zoning designation/marina
To whon it may concern:
The management for the Arlington Place Subdivision has recently requested the
Town of Minnesott Beach to submit this letter regarding the zoning designation for
the property on which they Intend to develop a marina. The Arlington Place
Subdivision property is currently regulated by the Town of Minnesott Beach Code of
Ordinances Section 151.168: R-MU Residential Mixed -Use District.
Town of Minnesott Beach Code of Ordinances Section 151.168 R-MU:
Residential Mixed -Use District subsections (A) and (C), as cited below, show
that development of a marina is a conforming use under this zoning
designation.
(A) Purpose. The porpove of lliis district slmll he to allmvfor the
development, on tracts of 20 acres or more, of muld-phased, mired -use
developments consisting of priutm•ily resMenUal uses, and also btduding
a varlely of commercial, relall and marina options organized mound as
hitegrated usable open space sysleut.
(E) Permitted commercial uses, marina. (1-13)
May the Town be of any further assistance in this matter, please get in touch.
Sincerely,
al)X.
Adam Garfinkel
Commissioner
9d.a
RECEIVED
JUL 0 6 2020
DCM-MHD CITY

Bodnar, Gregg
From: Bodnar, Gregg
Sent: Tuesday, July 28, 2020 10:44 AM
To: Warren Eadus
Cc: Spivey, Kelly; Pullinger, Robert C; 'Pelletier, Josh R CIV CESAW CESAD (USA)'
Subject: Arlington Place LUP comments
Attachments: Burton Farm Arlington Place Marina 28JULY2020 FINAL.PDF
Morning Warren,
I cc'd Josh and Chris as this may result in revised workplans.
I wanted to pass along comments from our planner, (see above). Pamlico County has very specific language in their LUP
concerning marinas. In this case there a 4 requirements and it looks like 2 are satisfied (pump out/restrooms and 0.5
off-street space for each slip or storage space). The other 2 consist of a dry fire hydrant and the location of the
gazebo. The fire hydrant can be added, but the more complicated one is the gazebo. In summary the gazebo sits within
a 75-foot permanent conservation buffer, which is inconsistent with the LUP.
So in order to be consistent with the LUP the hydrant will need to be identified and the gazebo must be moved from the
75ft conservation buffer. The attachment above goes into great detail including locations within the LUP where the
language is found. Since this is inconsistency results from the LUP, if the project would stay as proposed and be denied
due to the LUP, there is no avenue for a variance since it is inconsistent with the County's LUP.
There are other policies that are stated that the project is consistent with and must continue to be consistent with as
well.
Once you've digested the comments let me know what course you'd like to take.
Thanks,
Gregg
w E �
�m:yfl
�
=�trraa�y�
Gregg Bodnar
Assistant Major permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 BOB 2808 ext 21S (Office)
Gre.;[e-mail]
EmaU correspondence to and from this address is subject to the
North Carolina public Records taw and may be disclosed to third parties.

Bodnar, Gregg
From: Bodnar, Gregg
Sent: Wednesday, July 29, 2020 9:16 AM
To: Pelletier, Josh R CIV CESAW CESAD (USA); Pullinger, Robert C; Love-Adrick, Rachel A;
Skip Lee Pamlico Co; Dumpor, Samir; Dunn, Maria T.
Cc: Spivey, Kelly; Sparks, Keri E
Subject: FW: [External] RE: Arlington Place LUP comments
Attachments: P05119-CAMA PLAN-072820.pdf
Morning all,
Please see above for a revised workplan for Burton Farms/Arlington Place. In summary the Land Use Plan had
requirements concerning marinas and those requirements are reflected in the revised workplan. They include removing
the gazebo within the conservation buffer and the installation of a dry hydrant near the marina office.
Thanks,
Gregg
D_E Q 5
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
2S2 808 2808 ext 22S (Office)
�:��a.�ntd�nrgov
Email correspoodence to and from this address is subject to the
North CaroMm Pub* Records taw and may be disclosed to thbd parties.
From: Troy Murphy <[e-mail]>
Sent: Tuesday, July 28, 2020 2:54 PM
To: Bodnar, Gregg <[e-mail]>
Subject: [External] RE: Arlington Place LUP comments
IMMENternal email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
nc,gov
Gregg,
Attached is an amended sheet 2 of the Arlington Place CAMA Plan, updated per the LUP comments below. Hard copies
will be placed in the mail. Let me know if there is anything else you may need.
Thanks,
Troy Murphy
Environmental Scientist

Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg 400
Powells Point, NC 27966
PO Drawer 870
Kitty Hawk, NC 27949
t 252-491-8147
f 252-491-8146
www.guible.com
rt r�
N
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or
privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by
persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and
delete the material from any computer.
From: Bodnar, Gregg <gregg.bodnarna ncdenr.gov>
Sent: Tuesday, July 28, 2020 12:11:15 PM
To: Warren Eadus <eadusCa)ouible.com>
Subject: RE: [External] RE: Arlington Place LUP comments
One electronic and 3 hard copies.
Gregg
From: Warren Eadus <eadus(�ouible.com>
Sent: Tuesday, July 28, 2020 11:06 AM
To: Bodnar, Gregg <gregg.bodnar0Dncdenr.gov>
Subject: [External] RE: Arlington Place LUP comments
I will confer with my folks, but I would bet we will remove the gazebo and add the hydrant. How many copies of revised
plans would you need for this?
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg 400

Powelis Point NC 27966
PO Drawer870
Kitty Hawk, NC 27949
t 252.491.8147
f 252.491.8146
m 252.202.8166
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material.
Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended
recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer.
From: Bodnar, Gregg «[e-mail]>
Sent: Tuesday, July 28, 2020 10:44 AM
To: Warren Eadus <eadus(a�cuible.com>
Cc: Spivey, Kelly <kellv.sgivev(ancdenr.¢ov>; Pullinger, Robert C <chris.oullingerCcDncdenr.gov>; Pelletier, Josh R CIV
CESAW CESAD (USA) <Josh.R.Pelletier(a�usace.armv mil>
Subject: Arlington Place LUP comments
Morning Warren,
I cc'd Josh and Chris as this may result in revised workplans
I wanted to pass along comments from our planner, (see above). Pamlico County has very specific language in their LUP
concerning marinas. In this case there a 4 requirements and it looks like 2 are satisfied (pump out/restrooms and 0.5
off-street space for each slip or storage space). The other 2 consist of a dry fire hydrant and the location of the
gazebo. The fire hydrant can be added, but the more complicated one is the gazebo. In summary the gazebo sits within
a 75-foot permanent conservation buffer, which is inconsistent with the LUP.
So in order to be consistent with the LUP the hydrant will need to be identified and the gazebo must be moved from the
75ft conservation buffer. The attachment above goes into great detail including locations within the LUP where the
language is found. Since this is inconsistency results from the LUP, if the project would stay as proposed and be denied
due to the LUP, there is no avenue for a variance since it is inconsistent with the County's LUP.

There are other policies that are stated that the project is consistent with and must continue to be consistent with as
well.
Once you've digested the comments let me know what course you'd like to take.
Thanks,
Gregg
Gregg Bodnar
Assistant Major permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 ON 2US ext 21S (Office)
rc n r n nu ov
EmaU correspondence to andhom this address is subject to the
North 6roNrra Pubftc Records tow and may be disdased to third parties,

DIVISION OF COASTAL MANAGEMENT
RECEIVED
APPLICATION TRANSMITTAL AND PROCESSING RECORD
JUL 0 6 2020
APPLICANT: Barlon FarmDevelopmew, Arliagion Place COUNTY: Pamlico
PROJECT NAME: Arlirrgloa Place Mariva DCM-MHD C'ITM
LOCATION OF PROJECT: oa Nease River off NC Hwj, 306, Arliagloa Place, 0 Barton Farm Road, , Minuesoll Bench
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 6-19-20
FIELD RECOMMENDATION: Attached: No To Be Forwarded: Yes
FIELD REPRESENTATIVE:Spivep DISTRICT OFFICE: WASHINGTON
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT: 7/06/2020 FEE REC'D: S475 (60/40)# 5998
APPLICATION ASSIGNED TO: Bodnar
PUBLIC NOTICE REC'D: 7-8-20 END OF NOTICE DATE: 7-28-20
ADJ. RIP. PROP NOTICES REC'D:
C) 75 DAY DEADLINE: 9-2-20
HOLDS: tol7yji() — sl�lL/
MAIL OUT DATE: 7-6-20
PERMIT FINAL ACTION: ISSUE DENY
DEED REC'D: Choose an item
I50 DAY DEADLINE: 1(6(2, j54(
STATE DUE DATE: Click or tap to enter a date.
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
DCM — Field Rep
j, e7
DCM— LUP Consistency Determination
Local Permit Officer
Corps of Engineers — Regulatory Branch
DWR-401 Section;lt(
207A�Pj eQ ��'
DWR — Public Water Supply
DEMLR — Storrnwater & Sed/Erosion
%
LO t fUp�'j /SA
DOA — State Property Office
Wildlife Resources Commission
; Z(
LLB COv(w'Gw
DMF— Shellfish Section
7
/1.oi01041 rno �Q o✓1
DMF — Habitat&Enhancement
17 fly
?�
DNCR —Archives & History
DNCR —Natural Heritage Program
NCDOT
Rural Development Division
ot. 1M

V
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
TO:
FROM:
DATE:
SUBJECT:
NORTH CAROLINA
Environmental Quality
MEMORANDUM
Jonathan Howell
Kelly Spivey
22 September 2020
Burton Farm Development
Arlington Place
0 Burton Farm Rd., Minnesott Beach, Pamlico County
Quible & Associates, P.C. on behalf of Burton Farm Development has submitted a
CAMA Major Permit application for construction of an upland basin with two access channels,
two rip rap groins, multi -slip pier, dry stack facility, boat ramp, clubhouse and rip rap
shoreline stabilization. The project site is located of NC Highway 306 in the Arlington Place
subdivision at 0 Burton Farm Rd., in Minnesott Beach on the Neuse River in Pamlico County,
North Carolina.
Staff has reviewed the proposed project with regard to rules found in Subchapter 7H
concerning development in Estuarine Water and Public Trust Area. It is staffs
recommendation that the proposed project appears consistent with 15A NCAC 07H .0208 as
described below.
Main channel, flushing channel and upland basin with boat slips
The proposed channels are consistent with 15A NCAC 07H .0208(b)(1)(F) which
states "Any canal or boat basin shall be excavated no deeper than the depth of the connecting
waters". The applicant is not proposing the excavate the channels of basin any deeper than
the connecting waters. In order to comply with 15A NCAC .0208 (b) (1)(D) which states
"widths of excavated canals and channels shall be the minimum required to meet the
applicants needs but not impair water circulation" the NC Division of Coastal Management
will defer this requirement to the NC Division of Water Resources (DWR). This office feels
the basin is consistent with 15A NCAC .0208 (b)(5)(G) which states Marina basins shall be
designed to promote flushing through the following design criteria: (i) the basin and channel
depths shall gradually increase toward open water and shall never be deeper than the waters
to which they connect; and (ii) when possible, an opening shall be provided at opposite ends
of the basin to establish flow -through circulation. The installation of the bulkhead to stabilize
the upland basin is consistent with 15A NCAC 07H .0208 (b)(7). RECEIVED
Rip rap groins
D_EQ��
SEP 2 4 2020
UP SECTION MHD
.. North Carolina Department ofEnvinmmental Quality I Division of Coastal Management
Washington Office 1 943 Washington Square Mall I Washington, North Carolina 27889 1252.946.6481
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 1 910.796.7215,
Morehead City Office 1400 Commerce Avenue I Morehead City. North Carolina 28557 1 252.808.2808

The proposed rip rap groins are consistent with 15A NCAC 07H .0208 (b) (9) (A) which
states "Groins shall not extend more than 25 feet waterward of the normal water level unless
a longer structure is justified by site specific conditions and by an individual who meets any
North Carolina occupational licensing requirements for the type of structure being proposed
and approved during the application process". Mr. Warren Eadus, P.G. provided a letter of
justification dated 28 August 2020.
Rip Rap shoreline stabilization
Although disjointed stands of spartina patens are located on the dry sand beach
between the Normal Water Level and the eroding high bluff shoreline this office feels the
installation of the rip rap is consistent with 15A NCAC 07H .0208 (b)(7) with a condition that
the rip rap revetment be staked by a NCDCM representative prior to installation to avoid the
impact to the spartina patens to the maximum extent possible. The proposed rip rap
stabilization between the two channels is consistent with 15A NCAC 07H .0208 (b)(7)(E)
which states "where possible, sloping rip rap, gabions, orvegetation shall be used rather than
bulkhead.
20 slip pier in Neuse River
The 20 slip pier located in the Public Trust AEC and Estuarine Water AEC is consistent
with 15A NCAC 07H .0208 (b) (5) (D) which states in part Marinas to be developed in waters
subject to public trust rights for the purpose of providing docking for residential
developments shall be allowed no more than 27 square feet of public trust areas for every
one linear foot of shoreline. The shoreline on this tract measures approximately 2,700 linear
feet, which will meet this use standard.
Upland development
The property is subject to the Neuse basin riparian buffer rules administered by the
NC Division of Water Resources. The proposed development within this buffer should be
reviewed and authorized by the NC DWR. The upland development is consistent with 15A
NCAC .0209(d)(2) which states in part Impervious surfaces shall not exceed 30 percent of
the AEC area of the lot". The applicant has indicated that 9.9% of the Coastal Shoreline AEC
is to be covered with impervious surfaces.
Boat ramp, bridge and travel lift
These proposed activities are consistent with rules found in 07H .0208 (b).
Staff recommend the following conditions be included in addition to the standards permit
conditions if the project is permitted.
No attempt will be made by the permittee to prevent the full and free use by the public of all
navigable waters at or adjacent to the authorized work.
This permit authorizes only the structures and uses located in or over the water that are expressly
and, specifically set forth in the permit application. No other structure, whether floating or
stationary, may become a permanent part of this docking facility without permit modification. No
oewAebYu�mauovm,\
SEP 2 4 2020
North Washington Officelina 1943eWashington Squareent of Environmental MalI Washi gton,North Carolina 278891 252.�fGi(LT81 S E CT 1®eg Y-'iD
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 1 910.796.7215
Morehead Cttv Office 1 400 Commerce Avenue I Morehead City. North Carolina 28557 1 252.808.2808

non -water dependent uses of structures may be conducted on, in or over public trust waters without
permit modification.
An earthen plug shall be left between the area to be excavated and the Neuse River and a 24 hour
period after completion of excavation will elapse prior to plug removal to prevent unnecessary
siltation into the adjacent water body.
The temporary placement or double handling of excavated or fill materials within waters or
vegetated wetlands is not authorized.
All excavated materials shall be confined above normal water level and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover
of solids into any marsh or surrounding waters.
The spoil disposal area must be inspected and approved by a representative of the Division of
Coastal Management prior to the commencement of any dredging activities.
The alignment of the authorized bulkhead and riprap shall be staked by a representative of the
Division of Coastal Management within a maximum of 30 days prior to the start of construction.
Failure to initiate construction within 30 days, or erosion of the shoreline by adverse weather
conditions, shall require the alignment to be restaked by DCM within a maximum of 30 days prior
to the new expected start of construction.
The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to
prevent its movement from the site by wave or current action.
Prior to the occupancy of any new slips authorized under this permit, a marine pump out
sewage disposal facility shall be installed and operable, and maintained for the life of the
marina.
S E P 2 4 2020
MP SECTION MHD
ma-ZEMD W`
North Carolina Department of Environmental Quality I Division of Coastal Management
Washington Office 1943 Washington Square Mail I Washington, North Carolina 27889 1 252.946.6481
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 1910.796.7215
Morehead City Office 1 400 Commerce Avenue I Morehead City. North Carolina 28557 1 252.8082808

ROY COOPER
MICHAEL S. REGAN
�rO
BRAXTON DAVIS
. , . .. , •a.:: .....
V, n,�,-< ,. is
July 6,2020
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)
grega. bod nar(rDncdenr.gov
SUBJECT: CAMA Major Permit Application Review
Applicant: Burton Farm Development, Arlington Place
Project Location: On Neuse River off NC Highway 306 Arlington Place Subdivision at 0 Burton
Farm Rd. in Minnesott Beach in Pamlico County
Proposed Project: To construct an upland basin with two access channels, two rip rap groins,
multi slip pier, dry stack facility, boat ramp bridge, clubhouse and rip rap
shoreline stabilization
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Greirq Bodnar at the address above by July 27, 2020. 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" gf� /5'1AI glamer (
This agency has no comment on the proposed project. Q�r°nI�AT"' MGyy�r'as
M�� O
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 S> <1(Z
AGENCY
�E&oEl t9 t.®
J U L 1 7 2020
SIGNATURE 1
DATE 77 MP SECTION MH®
/% 71�
tam of Northaroma Enhronmemal Quality I Coastal Management
400 Commerce Am Morthead City, NC 28557 [phone]
.. ,. _:� Ka':.ittif.'f�'!,'�rR�.vlarfs".� '#° o(i4. 3,- °: �i"."r• : ,.-.w...� -

ROY COOPER
I tti � timu;Prnr
' MICHAEL S. REGAN
Srcrehrro
BRAXTON DAVIS
NORTH CAROLINA Dlrvel r, Dnvrirn n/'t'nnsm(
Eirvirmmmngll Qrmlitv blowgcnrenl
July 6,2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] ourler 04 18 33J,
greee.bodnar4ncdenr.aov
SUBJECT: CAMA Major Permit Application Review
Applicant: Burton Farm Development, Arlington Place
Project Location: On Neuse River off NC Highway 306 Arlington Place Subdivision at 0 Burton
Farm Rd. in Minnesott Beach in Pamlico County
Proposed Project: To construct an upland basin with two access channels, two rip rap groins,
multi slip pier, dry stack facility, boat ramp bridge, clubhouse and rip rap
shoreline stabilization
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 July 27, 2020. 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"
_X_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 Clif
AGENCY _Public Water Supply Section
RECEVED
SIGNATURE, v%Grp
J U L 1 7 2020
DATE _July 8, 2020 MP�+ SECTION'
Stare of North Carolina I Environmental Quality Coastal Management a., z.., s
400 Commerce Ave, Morehead City, NC 28557 [phone]

a
NORTH CAROLIN.A
h"nrvolinfenfai Ouwdal
July 6,2020
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.bodnar(a)ncdenr.gov
SUBJECT: CAMA Major Permit Application Review
ROY COOPER
MICHAEL S. REGAN
seeremry
BRAXTON DAVIS
Uirccm4 Dlrisian of Coastal
Management
Applicant: Burton Farm Development, Arlington Place
Project Location: On Neuse River off NC Highway 306 Arlington Place Subdivision at 0 Burton
Farm Rd. in Minnesott Beach in Pamlico County
Proposed Project: To construct an upland basin with two access channels, two rip rap groins,
multi slip pier, dry stack facility, boat ramp bridge, clubhouse and rip rap
shoreline stabilization
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grego Bodnar at the address above by July 27, 2020. 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"
X 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 James Harrison
AGENCY NCDMF
RECEIVED
J U L 2 7 2020
SIGNATURE
MP SECTION MH®
DATE 27 July 2020
State of NonhM­3107Eavirennental Qatlity I Coastal Management
400 Commerce Ave. Morehead City, NC 28557 [phone]

+
ROY COOPER
R
Gmx•Imm
MICHAEL S. REGAN
5'cnrl q
BRAXTON DAVIS
!)mzrnr. Unxinn rJ ('narml
AVMngrnrrnl
July 6,2020
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)
areoo.bodnar0mcdenr.cov,
SUBJECT: CA MA Major Permit Application Review
Applicant: Burton Farm Development, Arlington Place
Project Location: On Neuse River off NC Highway 306 Arlington Place Subdivision at 0 Burton
Farm Rd. in Minnesott Beach In Pamlico County
Proposed Project: To construct an upland basin with two access channels, two rip rap groins,
multi slip pier, dry stack facility, boat ramp bridge, clubhouse and rip rap
shoreline stabilization
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Greav Bodnar at the address above by July 27, 2020. 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.
X 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 Rachel Love-Adrick RECEIVED
AGENCY Division of Coastal Management JUL 2 8 2020
SIGNATURE 4QQ J0j MR SECTION MH®
DATE July 28,
tateof mo ma Emironmenul QrulitylCaa9al Managemem
400 Commerce Ave. Morehead City, NC 28557 [phone]
' 4m+Is'Kif)lw• eke e

ROY COOPER
Governor
MICHAEL S: REGAN
Secretary
BRAXTON C. DAVIS
Director
MEMORANDUM
NORTH CAROLINA
Environmental Quality
TO: Gregg Bodnar, Major Permits Processing Coordinator
Division of Coastal Management
FROM: Rachel Love-Adrick, District Plannertp�
R Division of Coastal Management
SUBJECT: Major Permit Request by Burton Farm Development, Arlington Place
DATE: July 28, 2020
LUP CONSISTENCY DETERMINATION: The request is found to be conditionally consistent with the Pamlico
County Joint CAMA Land Use Plan certified by the CRC on January 28, 2005 provided that the project
meets the following conditions:
o Provide at least one dry fire hydrant (Policy 1.1.2.1)
o Remove the 1,890 ft2 covered pavilion from the 75-foot permanent conservation buffer (policies
2.3.3, 2.3.3.1, 2.3.3.2, 2.3.3.3, 5.1.1, and the Future Land Use Map Conservation II designation).
Additionally, the Pamlico County LUP has other policies that the proposed development is currently
meeting, and must continue to meet. They are outlined below:
o Provide wastewater pump -out facilities and restrooms approved by the appropriate state or local
agency (Policy 1.1.2.1).
o Provide at least A off-street space for each slip or storage space. (Policy 1.1.2.1). Based on this
requirement the proposed development is required to have 92 parking spaces.
Overview: The project site is located off of NC Hwy 306 in the Arlington Place subdivision at 0 Burton
Farm Rd., in Minnesott Beach on the Neuse River in Pamlico County, North Carolina. The Arlington Place
site is approximately 437 acres in size and is part of the larger Burton Farm Development which has been
subdivided into three phases: Mill Creek (Phases I and II) and Arlington Place, which is phase III. This permit
application specifically deals with Arlington Place. The existing site consists of fallow agriculture land and
approximately 143 acres of Section 404 wooded wetlands. The only man-made feature on this property
is a network of ditches and drainage tiles that were installed when the land was in agricultural production.
RECEIVED
J U L 2 8 2020
North Carolina Department of Environmental Quality I Division of Coastal Management6iA 976�dAHlf'tl®
Morehead City offlce 1400 Commerce Avenue I Morehead City, North Carolina 28557 P SECTION E6YY�
252.6082808

The proposed development includes the following: excavation of a 1.66 acre (±875 ft. long x ± 83 ft. wide
x -6.0 ft. deep) upland basin that will have one 693 ft. long x 60 ft. wide main access channel on the south
(downstream) and another 90 ft. long x 40 ft. wide flushing channel to the north (upstream). The access
channel will be excavated to a depth of -6.0 ft. below NWL while the flushing channel will be excavated to
a depth of -4.0 ft. below NWL. The upland basin shoreline will be stabilized with 1,074 linear feet of
bulkhead. The 665 linear feet of high bluff shoreline between the two channels will be stabilized with a
rip rap revetment measuring 18 ft. in base width. A 95 ft. long groin With a base width of 10' is proposed
on the south side of the flushing channel. The navigation channel will be stabilized on the north side with
a 109 ft. long groin with a base width of 12 feet. A 80 ft. long x 12 ft. wide bridge with a clearance of 7.5'
is proposed over the north end of the upland basin which will lead to a 1,890ft2 pavilion located between
the upland basin and the Neuse River. The upland basin will have 20 wet slips adjacent to a 335 ft. long x
10 ft. wide boardwalk/dock immediately adjacent to the basin slips. A 144 slip, 36,000 ft, dry stack facility
with a 750 ft2 marina office is proposed landward of the wet slips and boardwalk. A 20 ft. wide by 55 ft.
long boat ramp with 4' wide launch piers on both sides located in the upland basin is proposed
immediately North of the dry stack building. Parking areas will be located to the north and east of the
proposed dry stack facility. Based on the CAMA work plan Sheet No. 2 dated 6/16/20 the Marina parking
includes 67 spaces, and the boat ramp parking includes 16 spaces. According to the MP-4 Form pg. 2,
item 2a dated 5/13/2020 "Marina office will have two toilets for patrons" and a "mobile pumpout".
Immediately south of the basin and dry stack facility a 16,284 ft2 clubhouse is proposed approximately
160 feet landward of NWL. This clubhouse will tie in to a 300 ft. long x 6 ft. wide pier with a 30 ft. x 20 ft.
T-Head platform on the terminal end. Along both sides of this proposed pier a total of 20-3 ft. wide x 20,
ft. long finger piers are proposed to create 20 wet slips. Two 30 ft. long vertical groins are proposed south
of the navigation channel and two vertical groins are proposed north of the flushing channel. Based on
the CAMA work plan Sheet No. 2 dated 6/16/20 the Clubhouse parking includes 74 spaces. According to
the MP-4 Form pg. 2, item 2a dated 5/13/2020 "Clubhouse will have additional restroom facilities (6 or
more) as recluried [sic] by NC Building Code".
AECs involved include: Estuarine Waters, Public Trust Area, Estuarine Shoreline, and Public Trust
Shoreline. The Neuse River in this area is classified SB;Sw,NSW, is not open to shell fishing, and not located
within a Primary Nursery Area. A SAV survey conducted in May of 2018 by Quible and Associates did not
indicate the presence of SAV. The shoreline is ±2,784 linear feet in length. This shoreline is characterized
by a 10'-20' eroding high bluff. This beach area has sporadic stands of Spartina patens throughout, and
143 acres of Section 404 wooded wetlands. The bluff is vegetated with pines, various hardwoods and
scrub shrub growth. The project is subject to the Neuse River Riparian Buffer Rules. The field report does
not indicate if there are any cultural resources in the vicinity of the project area.
Anticipated impacts The applicant proposes to excavate approximately45,180 ft2 of river bottom to create
the two channels. Approximately 72,625 ft2 of uplands will be excavated to create the upland basin. A 4.0-
acre spoil disposal area is located on the same tract of land as the proposed development. Approximately
2,258 ft2 of river bottom will be filled for the installation of the two rip rap groins. The rip rap revetment
located between the channels will cover 11,970 ft' of shoreline beach, and disjointed stands of Spartina
patens, in the area between the high bluff and NWL. Approximately 3,000 ft2 of River bottom will be
shaded as a result of the pier, platform and finger pier construction.
Approximately 55,000 ft2 (1.3 acres) of uplands will be disturbed for the construction of the dry stack,
clubhouse, marina office and parking area. Approximately 23% of the property will be covered by
RECEIVED
J U L 2 8 2020
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557 Cs 1 MHO
YlO4�
2528082808 MP SECTION

impervious and/or built -upon areas. The total land disturbance for these proposed development activities
is 16.84 acres. The applicant proposes to pump sewage to a permitted treatment facility on -site:
Basis for Determination:
The project is subject to the 2004 Pamlico County Joint CAMA Land Use Plan. The Future Land Use Map
(FLUM) classifies the site as "Rural with Services", "Conservation I" (due to Estuarine Waters AEC),
"Conservation II" (due to the property's shoreline that borders Estuarine Waters) "Conservation'[]1'-(due
to the property's Coastal Wetlands), and "Conservation IV" (due to property's 404 wetlands).
The Future Land Use Map conservation land use designations have specific land use and development
objectives and policies. The Conservation II land use designation "establishes a permanent conservation
zone for all land within 75 feet of the natural mean high water level for all shorelines bordering primary
nursery areas, estuarine waters, and public trust waters (pg. 76)" and states that "All construction
activities are prohibited in this zone, except for those permitted under the CAMA use standards for
estuarine waters and coastal wetlands. Generally, these uses are those that require water access and that
cannot function in another location, such as piers and docks, boat ramps, marinas, and erosion prevention
structures (pg. 76)".
Applicable or related LUP policies include:
1.0 Public Access
1.1.2 The county recognizes the importance of marinas (publicly or privately owned docks for more than
10 vessels) in accommodating public access to its waters. The county, through its local policies and
requirements, will support the CAMA specific use standards for marinas and will ensure that marina sites
and marina operations are compatible with surrounding land uses and are consistent with the goal of
protecting and restoring water quality.
1.1.2.1 The county will require open water and upland marinas to meet the following
development guidelines:
• Provide wastewater pump -out facilities and restroorris approved by the appropriate
state or local agency.
• Provide at least ''/: off-street space for each slip or storage space. (Marinas serving
solely property owners of an adjoining'subdivision are not required to provide off-
street parking.)
• Provide at least one dry fire hydrant.
2.0 Land Use Compatibility
2.1 Pamlico County strongly discourages any uses in estuarine waters that are not compatible with
protection and conservation of their biological and community values.
2.1.1 Only development associated with water -dependent uses is allowed. Examples of
appropriate development may include public access facilities, docks and piers, erosion control
structures, or other uses that are permitted by CAMA use standardse NCACTlsA:07H.020e
2.1.4 Marina construction is allowed, subject to the guidelines contained in the Public Access
section. Where practical, upland marinas are preferred as an approach to maintaining ip{{Iflic,y, EIVE®
J U L 2 8 2020
North Carolina Department of Environmental Quality I Dlvlslon of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead Chy, North Carolina 28557
252.8082808
MP SECTION MH1

access and waterfront aesthetics.
2.2.1 Pamlico County endorses the CAMA policies and use standards for coastal wetlands and the
development permit process as an effective tool for conserving coastal wetlands.
2.2.2 Through its local review requirements, the county encourages land uses and development
that are consistent with conservation of coastal wetlands: Only uses that require water access
and cannot be located elsewhere will be accepted. Examples of appropriate uses are utility
easements, piers, and docks.
2.2.3 Where acceptable uses are permitted, they must be developed in such a manner that the
impact on coastal wetlands is minimized. i
2.3 The county strongly supports management of development in its estuarine shoreline to protect water
quality and the aesthetics of the waterfront.
2.3.1 The county supports the-CAMA use standards°N�CTt5A:078,0209 for estuarine shorelines.
-2.3.3 The county establishes a local, permanent conservation zone within 75 feet of the normal
mean high water level or normal water level for all shorelines bordering public trust waters,
estuarine waters, and any waters designated as primary nursery areas.
2.3.3.1 All development and construction activities will be prohibited in this area except
for the following uses: marinas, docks and piers, boat ramps and similar structures
providing public access; and structures to prevent erosion as described in the Public
Access policies section.
2.3.3.2 This permanent conservation zone is not intended to apply to man-made ditches,
canals, basins, lakes, impoundments, and similar constructed facilities. The policy is not
intended to apply to forestry operations that comply with "best management practices."
2.3.3.3 The conservation zone applies to all subdivisions of land after January 26, 1990,
regardless of the intended use, and to all divisions of land after the certification of this
plan.
5.0 Water Quality
5.1.1 The county will continue to enforce a 75-foot permanent conservation zone along
its water bodies. Generally, except as allowed by policy 2.3.3, page 59, no construction is
permitted within this zone on lots or parcels divided after January 26, 1990.
6.0 Areas of Local Concern
6.5.3 Minnesott Beach
6.5.3.3 The Town will support an open water or upland marina only if it meets state and
federal requirements, the CAMA land use plan policy, and the requirements of the
Town's zoning ordinance. The Town does not support floating homes.
North Carolina Department of Environmental Quality I Division of coastal Management
Morehead city Office 1 400 Commerce Avenue I Morehead City, North Carolina 211557
252.0082808
JUL 2 8 2020
MP SECTION MIS®

Discussion:
The proposed development is inconsistent with the land use plan policies regarding marinas and the
permanent conservation zone. As proposed the facility, is inconsistent with the marina related policy
1.1.2.1, and policies 2.1.4 & 6.5.3.3 that refer to policy 1.1.2.1; and permanent conservation zone
policies 2.3.3, 2.3.3.1, 2.3.3.2, 2.3.3.3, and policy 5.1.1 that refers to policy 2.3.3; and the Future Land
Use Map Classification Conservation Il. Due to the fact that the project is on one parcel of land, these
policies are being applied towards the project as a whole, and not the marina/dry stack and clubhouse
facilities individually.
Below is an overview of the policy requirements the project must meet to be consistent with the land use
plan:
Marina Requirements:
a. Provide wastewater pump -out facilities and restrooms approved by the appropriate state or local
agency (Policy 1.1.2.1).
o The project meets this requirement based on the information provided on the MP-4 Form pg. 2,
item 2a dated 5/13/2020, "Marina office will have two toilets for patrons" and a "mobile
pumpout" and the "Clubhouse will have additional restroom facilities (6 or more) as requried [sic]
by NC Building Code".
b. Provide at least''/: off-street space for each slip or storage space. (Marinas serving solely property
owners of an adjoining subdivision are not required to provide off-street parking.) (Policy 1.1.2.1).
o The project is a commercial marina and is not solely serving the adjoining subdivision, therefore
this policy is applicable. The project has 184 slips/storage spaces (20 wet slips at the clubhouse,
20 wet slips associated with the marina/dry stack facility, and 144 slips in the dry stack facility).
Based on the %: off-street parking requirement the facility is required to have 92 parking spaces.
The project meets this requirement based on the information provided on the LAMA work plan
Sheet No. 2 dated 6/16/26, the clubhouse has 74 parking spaces and the marina has 67 parking
spaces, for a total of 141 parking spaces.
C. Provide at least one dry fire hydrant (Policy 1.1.2.1).
o There is no reference to a dry fire hydrant in the application. The applicant must provide at least
one dry fire hydrant to be consistent with this policy.
Wetland Requirements:
Through its local review requirements, the county encourages land uses and development that are
consistent with conservation of coastal wetlands. Only uses that require water access and cannot be
located elsewhere will be accepted. Examples of appropriate uses are utility easements, piers, and
docks (2.2.2.).
o The proposed rip rap revetment located between the channels will cover 11,970 ftZ of shoreline
beach, and disjointed stands ofSportina patens, in the area between the high bluff and NWL. The
project is consistent with this policy. The rip rap revetment proposed for shoreline stabilization is
a water dependent.
North Carolina Department of Envlronmental Quality I Dlvlslon of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.6082808
RECEIVED
JUL -2 8 2020
MP SECTION Il HD

Permanent Conservation Zone Requirements:
The proposed covered pavilion is inconsistent with policies 2.3.3, 2.3.3.1, 2.3.3.2, 2.3.3.3 and 5.1.1; and
the Future Land Use Map Conservation II designation. The Future Land Use Map conservation land use
designations have specific land use and development objectives and policies. The Conservation II land use
designation "establishes a permanent conservation zone for all land within 75 feet of the natural mean
high water level for all shorelines bordering primary nursery areas, estuarine waters, and public trust
waters (pg. 76)" and states that "All construction activities are prohibited in this zone, except for those
permitted under the CAMA use standards for estuarine waters and coastal wetlands. Generally, these
uses are those that require water access and that cannot function in another location, such as piers and
docks;'boat ramps, marinas, and erosion prevention structures (pg. 76)".
The CAMA use standards for estuarine waters and coastal wetlands found in 15A NCAC 07H .0208 states
"Uses that are water dependent include: utility crossings, wind energy facilities, docks, wharves, boat
ramps, dredging, bridges and bridge approaches, revetments, bulkheads, culverts, groins, navigational
aids, mooring pilings, navigational channels, access channels and drainage ditches".
The county further establishes policies that address the permanent conservation zone:
e. The county establishes a local, permanent conservation zone within 75 feet of the normal mean high
water level or normal water level for all shorelines bordering public trust waters, estuarine waters,
and any waters designated as primary nursery areas (Policy 2.3.3)
o The conservation zone applies to the shoreline that borders estuarine waters, in this case the
Neuse River.
f. All development and construction activities will be prohibited in this area except for the following
uses: marinas, docks and piers, boat ramps and similar structures providing public access; and
structures to prevent erosion as described in the Public Access policies section (Policy 2.3.3.1).
o The project meets this requirement with the exception of the 1,890 ft2 covered pavilion located
on the island created by the channel. According to the CAMA work plan Sheet No. 2 dated 6/16/20
the pavilion is located approximately 30 feet from the high water line of the Neuse River. The
covered pavilion is not one of the specific uses as discussed in Policy 2.3.3.1 or the Future Land
Use Map Conservation II classification. It is also not one of the permitted water dependent uses
stipulated in 15A NCAC 07H .0208. The covered pavilion must be removed from the 75-foot
conservation zone to be consistent with this policy
g. This permanent conservation zone is not intended to apply to man-made ditches, canals, basins, lakes,
impoundments, and similar constructed facilities. The policy is not intended to apply to forestry
operations that comply with "best management practices." (Policy 2.3.3.2).
o While the conservation zone does not apply to the man-made channel, it does apply 75-feet from
the shoreline that borders estuarine waters, in this case the Neuse River. According to the CAMA
work plan Sheet No. 2 dated 6/16/20 the pavilion is located approximately 30 feet from the high
water line of the Neuse River.
h. The conservation zone applies to all subdivisions of land after January 26, 1990, regardless of the
intended use, and to all divisions of land after the certification of this plan (Policy 2.3.3.3).
i y� � p
ECE @9 E®
JUL 2 8 2020
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Ofnce 1400 Commerce Avenue l Morehead City, North Carolina 28557tl� y� �E�tll®N IVY 11 IC (:,'®
252.8082808 M 1�

The county will continue to enforce a 75-foot permanent conservation zone along its water bodies.
Generally, except as allowed by policy 2.3.3, page 59, no construction is permitted within this zone on
lots or parcels divided after January 26, 1990 (Policy 5.1.1).
o According to the MP-3 Form dated 6/16/2020, the lot was platted and recorded in 2005.
D Q2�
North Carolina Department of Environmental Quality I Dh1slon of Coastal Management
Morehead City Office 1 400 commerce Avenue I Morehead City, North Carolina 28557
252.8082808
J U L 2 8 2020
MP SECTION MHD

Bodnar, Gregg
From: Love-Adrick, Rachel A
Sent: Wednesday, July 29, 2020 8:52 AM
To: Bodnar, Gregg
Subject: RE: [External] RE: Arlington Place LUP comments
Hi Gregg —
The policy does not stipulate location, it only requires that there is a dry -hydrant. The local codes/ordinances may speak
to location.
Thanks,
Rachel
Rachel Love-Adrick
District Planner, Division of Coastal Managemsnt
North Carolina Department of Environmental Quality
252.808.2808 (Office)
V [e-mail]
From: Bodnar, Gregg
Sent: Tuesday, July 28, 2020 3:32 PM
To: Love-Adrick, Rachel A <[e-mail]>
Subject: FW: [External] RE: Arlington Place LUP comments
Updated plans. The hydrant is to the west of the office and north of the fish cleaning station by the drystack. Can you
verify that is an acceptable spot, or if there is language that requires a specific location?
Thanks,
Gregg
From: Troy Murphy <tmurohvCdauible.com>
Sent: Tuesday, July 28, 2020 2:54 PM
To: Bodnar, Gregg <greaa.bodnarCancdenr.Rov>
Subject: [External] RE: Arlington Place LUP comments
Gregg,
Attached is an amended sheet 2 of the Arlington Place CAMA Plan, updated per the LUP comments below. Hard copies
will be placed in the mail. Let me know if there is anything else you may need.
Thanks,

S G✓ '% :�L v a 7 UJ(
ItICraVEID JUL 0 51420
ROY COOPER
MICHAEL S. REGAN
BRAXTON DAVIS
� �,.,•.r,,. r,,,e.�„ „7 (.c„art
i
RECEIVED
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management JUL 2 8 2020
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16.33)
grecg.bodnaraanodenr.eov MP SECTION MHD
SUBJECT: CAMA Major Permit Application Review
Applicant: Burton Farm Development, Arlington Place
Project Location: On Nauss River off NC Highway 306 Arlington Place Subdivision at 0 Burton
Farm Rd. in Minnesott Beach In Pamlico County
Proposed Project: To construct an upland basin with two access channels, two rip rap groins,
multi slip pier, dry stack facility, boat ramp bridge, clubhouse and rip rap
shoreline stabilization
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grew Bodnar at the address above by July 27, 2020. 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.
n 741s (Pro-p)tJ N� orlS;�otl�
PRINT NAME IlSnn r✓a,l //h h,` Ptrmt il 4-Ar
2� ID H�J f P� M;,} s�,771od3o8.
AGENCY WL Di -Ill. R S1umw44 Ilia Pete„ 11 V,1I rCyNYf& et
�), M�C.•�l�R! �o�+ 4o Proms/!
SIGNATURE
4!/AI�i�✓ '� r�,d� •{�'ry �4.�[.k yE� DF PtNil%
1-2,7- W20
DATE
Mile ni Nonharohm - Enwonnnnial QUalm ; Coanal Mam)mment
400Cm,..cree As.MoreBead Ciry.NC28557 [phone]

'-•^� ROY COOPER
R' l Gmxrnnr
ia. MICHAEL S. REGAN
BRAXTON DAVIS
n'reelnr. nnulan rJ<'nnalal
•' Afmlaxrnnv(
July 6,2020
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)
greno.bodnar Oncdenrgov
SUBJECT: CAMA Major Permit Application Review
Applicant: Burton Farm Development, Arlington Place
Project Location: On Nauss River off NC Highway 306 Arlington Place Subdivision at 0 Burton
Farm Rd. in Mtnnesott Beach In Pamlico County
Proposed Project: To construct an upland basin with two access channels, two rip rap groins,
multi slip pier, dry stack facility, boat ramp bridge, clubhouse and rip rap
shoreline stabilization
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gream Bodnar at the address above by July 27, 2020. If you have any questions
regarding the proposed project, contact Kelly Spivey [phone] when appropriate, in-depth comments
with supporting data is requested.
REPLY: X This.agency-has,no.objection-to-the.project as proposed.
t 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 Shannon Myers
AGENCY DMF- Shellfish Sanitation and Recreational Water Quality cc RECEIVED
SIGNATURE J for Shannon Jenkins
DATE 7/16/2020 JUL 2 0 2020
tal<o on aroma EmironmanaI Quality l Con IaI Man ageInc at
400 Canmerce Ave, Morehead City, NC 28557 [phone] MP
SECTION VHD

ROY COOPER
Covemar
MICHAEL S. REGAN
Secretary
STEPHEN W.MURPHEY
Diwn r
MEMORANDUM
TO: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ -Division of Coastal Management400 Commerce Ave., Morehead City,
NC 28557
Fax: [phone](Courier 04-16-33)
gLeg.bodnar(&ncdenr.Fo
FROM: Shannon Myers
Shellfish Sanitation and Recreational Water Quality Section
Division of Marine Fisheries, NCDEQ
THROUGH: Shannon Jenkins
Shellfish Sanitation and Recreational Water Quality Section
Division of Marine Fisheries, NCDEQ
DATE: July 17; 2020
SUBJECT: CAMA/DREDGE & FILL- Burton Farm Development, Arlington Place
The project site is within close proximity to a recreational water site. Because the
dredge material is being removed from an area that is closed to shellfishing,
discharges from the dewatering of the spoils into swimming waters between the
months of April and October could potentially cause a swimming advisory to be
posted. It is requested that our section be notified prior to any dredging activity, so
that we can determine at that time if the spoils containment is adequate or if a
swimming advisory is needed.
RECEIVED
J U L 2 0 2020
h1P SECTION MHD
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street I P.O. Box 769 1 Morehead City. North Carolina 28557
1 252-726-7021

Received: 7/24/2020
Historic Preservation Office
ER 20-1531
NORTH CAROLINA
Environmental 011ohir
July 6,2020
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)
areac.bodnar(a ncdenr.aov
SUBJECT: CAMA Major Permit Application Review
Applicant: Burton Farm Development, Arlington Place
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division of Coastal
Management
Due: 8/1/2020
Project Location: On Neuse River off NC Highway 306 Arlington Place Subdivision at 0 Burton
Farm Rd. in Minnesott Beach in Pamlico County
Proposed Project: To construct an upland basin with two access channels, two rip rap groins,
multi slip pier, dry stack facility, boat ramp bridge, clubhouse and rip rap
shoreline stabilization
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 July 27, 2020. If you have any questions
regarding the proposed project, contact Kelly Spivey [phone] when appropriate, in-depth comments
with supporting data is requested.
REPLY:
PRINT
AGENCY
SIGNATURE
DATE
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.
Renee Gledhill -Earley
Historic Preservation Office
t.�. 11 r 1•
08/03/2020
AUG 4 2020
MP SECTION h° D
State at o aroma J Environmental Quality I Coastal Management
400 Commerce Ave. Morehead City, NC 28557 [phone]

_ a
ROY COOPER
Governor
DIONNE DELLI-GATTI
secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
May 3, 2021
DW R Project # 2020-0888 v1
Dare County
Burton Farm Development Company, LLC
ATTN: Mr. Doug Anderson
PO Box 1908
Rocky Mount North Carolina 27802
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
Arlington Place Marina - 0 Burton Farm Road, Minnesott Beach NC - Construct an upland basin with two access
channels, two rip -rap groins, multi -slip pier, dry stack facility, boat ramp bridge, clubhouse, and rip -rap shoreline
stabilization -
Dear Mr. Anderson:
You have our approval for the impacts listed below for the purpose described in your application received by the Division of Water
Resources (Division) on July 06, 2020 with latest additional information received on March 30, 2021. These impacts are covered by the
attached Water Quality General Certification Number 4175 and the conditions listed below. This certification is associated with the use of
Regional General Permit Number 291 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any
other federal, state or local permits before proceeding with your project, including those required by (but not limited to) CAMA Major,
Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or general permit and the following additional
conditions:
1. The following impacts are hereby approved, provided that all the other specific and general conditions of the Certification are
met No other impacts are approved, including incidental impacts. [15A NCAC 02B.0506(b)(c)]]
Type of Impact
Amount Approved (units)
Permanent
Amount Approved (units)
Temporary
Plan location/
Reference Attached
Waters
DWI- excavation (channels)
1.04(acres)
0(acres)
Plan Sheet
OW2 - BII (groins)
0.05 (acres)
0 (acres)
Plan Sheet 1
OW3 - shading (piers)
0.07 (acres)
0 (acres)
Plan Sheet 1
Buffers - Zone 1
BI - shoreline stabilization
11,761(square feet)
0 (square feet)
Plan Sheet 1
B2 - basin excavation
3,518 (square feet)
0 (square feet)
Plan Sheet 1
B3 - boat ramp/drop
1,843 (square feet)
0 (square feet)
Plan Sheet 1
Buffers - Zone 2
B4 - basin excavation
2,859 (square feet)
0 (square feet)
Plan Sheet 1
B5 - boat ramp/drop
1,672 (square feet)
0 (square feet)
Plan Sheet 1
B6-pavilion 1
1,890(square feet)
0(square feet)
Plan Sheet
t s n
The proposed project must comply with all the conditions of the General Water Quality Certification(s) 4175. [15ANCAC
02B .0507(c)] RECEIVED
MAY 3 2021
NIP SECTION MHD
D_E Q� North Carolina Department of Environmental Qualtty I Division of Water Resources
Washington Regional Office 1943 Washington Square Mall I Washington, North Carolina 27889
25Z946.6481

3. Diffuse Flow
An additional condition is thatall stormwater shall be directed as diffuse Dow at non -erosive velocities through the protected
stream buffers and will not re -concentrate before discharging into the stream as identified within 15A NCAC 02B .0714(5) or
provide treatment via an approved stormwater BMP meeting the nutrient removal requirements established within 15A NCAC
02B.0714(a)(1)(2).
4. No Waste. Spoil. Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts
depicted in the Buffer Authorization Application. All forestry operations activities shall be performed so that no violations of state
water quality standards, statutes, or rules occur [15A NCAC 02H.0502 and.OS021.
S. During construction of the proposed project, fueling, lubrication and general equipment maintenance should not take place within
50 feet of a waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC 02H.0506 (b)(3) and (c)(3) and 15A
NCAC 0213.0200 (3)(01
6. Marina Projects
Any marina project that proposes to dispense or store fuel shall adhere to an EPA -approved Spill Prevention Control and
Countermeasure (SPCC) plan, and this plan should be provided to this Office before fueling facilities are constructed.
7. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters, and protective buffers in
order to assure compliance for future wetland, waters, and buffer impact These mechanisms shall be put into place prior to
impacting any wetlands, waters, and/or buffers approved for impact under this Certification Approval and Authorization
Certificate. A sample deed notification can be downloaded from the 401/Wetland Unit website at
httns-//deo.nygo_v/abou(/divisions/water-resourms/wa er-quality-permitting/401-buffer-permitting-branch/annlication, The
text of the sample deed notification may be modified as appropriate to suit the project
8. Buffer Establishment Around Basins
New boat basins (such as the one you are proposing to construct) are considered by DWR as a modification of the existing
shoreline. As such, a SO -foot buffer that meets the requirements of Sections (4) and (5) of 1SA NCAC 02B.0714 must be
established around the newly created shoreline. You are required to establish a new buffer around the shoreline of the basin All
associated upland development (such as parking lots, building% etc.) and any new impervious surfaces shall not be located with
the newly established buffers or any other existing protected buffers unless authorized by permit
9. Marina Water Quality Monitoring
The permittee shall begin monitoring water quality of the basin upon connection of the basin with the Neuse River. Monitoring is
to be conducted twice per month during the months of June, July, August and September. Measurements are to be taken at three
(3) locations within the water column for each monitoring site. Measurements should be taken near surface, mid -water column,
and one foot above bottom. The permittee is required to submit a site monitoring plan to the Washington Regional Office for
approval before the start of any required monitoring. The monitoring plan should include a map showing the locations of
proposed monitoring sites. Parameters for the monitoring plan should include, but are not limited to, Dissolved Oxygen (DO), pH,
Temperature, Salinity, and Conductivity. Weather conditions should also be documented and include wind direction, wind speed,
and ambient air temperature. Monitoring shall be conducted for three (3) consecutive years. Copes of data collected are to be
submitted to the Washington Regional Office before the end of the year in which data were collected. Calibration logs for
monitoring equipment are to be available upon request
10. The permittee shall report to the Washington Regional Office any noncompliance with this certification, any violation of stream or
wetland standards [15A NCAC 02B.02001 including but not limited to sediment impacts, and any violation of state regulated
riparian buffer rules [15A NCAC 02B.0200]. Information shall be provided orally within 24 hours (or the next business day if
weekend or holiday) from the time the applicant became aware of the circumstances. A written submission shall also be provided
within 5 business days of the time the applicant becomes aware of the circumstances. The written submission shall contain a
description of the noncompliance, and its causes; the period of noncompliance, including exact dates and times, if the
noncompliance has not been corrected, the anticipated time compliance is expected to continue; and steps taken or planned to
reduce, eliminate, and prevent reoccurrence of the noncompliance. The Division may waive the written submission requirement
on a case -by -case basis.
11. "Re -opener" Clause
Burton Farm Development Company, LLC and its authorized agents shall conduct its activities in a manner consistent with State
water quality standards (including any requirements resulting from compliance with Section 303(d) of the Clean Water Act) and
any other appropriate requirements of State law and Federal law. Burton Farm Development Company, LLC shall require its
contractors (and/or agents) to comply with all of the terms of this Certification and shall provide each of its contractors (and/or
agents) a copy of this Certification. A copy of this Certification shall be included in the construction contract andavailable gn,thWED
D_E Q North Carolina Department of Environmental MAY
2021
ep Qpaltty Division of Water Resouroesm AY
Washington Regional Office 1943 Washington Square Mall I Washington North Carolina 27889
252.946.6481
UP SECTION IVIVID

4, n 1
job site at all times. If DWR determines that such standards or laws are not being met (including the failure to sustain a designated
or achieved use) or that State or Federal law is being violated, or that further conditions are necessary to assure compliance with
such standards and requirements in accordance with 15A NCAC 2H.0507(d). Before modifying the Certification, DWR shall notify
Division of Coastal Management (DCM) and the U.S. Army Corps of Engineers, provide public notice in accordance with 15A NCAC
2H .OS03 and provide opportunity for public hearing in accordance with 15A NCAC 2H .0504. Any new or revised conditions shall
be provided to DCM in writing, shall be provided to the U.S. Army Corps of Engineers for reference in any permit issued pursuant
to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project
12. This approval and their conditions are final and binding unless contested. [G.S. 143-215.5]
These Certifications can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an
administrative hearing to the Office of Administrative Hearings (hereby known as OAH). A petition form may be obtained from the OAH
at httn: //www.ncoah.mm/ or by calling the OAH Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is considered filed when the
original and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the petition along with any applicable OAH
filing fee is received by the OAH within five (5) business days following the faxed transmission.
Mailing address for the OAH:
Ifsending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Ifsending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
This letter completes the review of the Division under section 401 of the Clean Water Act Please contact Chris Pullinger at 252-948-3918
orrhric, un Ilinger@ncdencg_ov if you have any questions or concerns.
Sincerely,
!'loWTA4."
Robert Tankard, Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Enclosures: GC 4175
Certification of Completion
cc: Doug Anderson, Burton Farm Development Company, LLC (via e-mail: [e-mail]
Warren Eadus, Quible & Associates, P.C. (via e-mail: [e-mail]
josh Pelletier, USACE Washington Regulatory Field Office (via e-mail)
Gregg Bodnar, DCM Morehead City (via e-mail)
Kelly Spivey, DCM WaRO (via e-mail)
Laserfiche/DWR file copy
MAY 3 2021
P,fimr SECTION i1 HD
�� North Carolina Department of Environmental Quality I Division of Water Resources
Washington Regional Office 1943 Washington Square Mall l Washington. North Carolina 27889
252.946.6481

Bodnar, Gregg
From: Dunn, Maria T.
Sent: Thursday, May 20, 2021 9:38 AM
To: Bodnar, Gregg
Subject: Arlington Place, Pamlico Co.
Gregg,
I have reviewed the initial information circulated in the 2020 permit application package for Arlington Place as well as
the supplemental data from the water quality model. NCWRC has been involved with various iterations of this project
since 2007 and has decided to abstain from commenting on the current proposal. Our agency is still interested in the
project and requests any future information, notices, or modification requests be circulated to our agency.
Thank you for the opportunity to review this proposal. Please don't hesitate to call or email with additional comments,
questions, or information.
Maria
Maria T. Dunn
Coastal Coordinator
NC Wildlife Resources Commission
943 Washington Sq. Mall
Washington, NC 27889
office:252-948-3916
www.ncwildlife.org
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Burton Farm Development, Arlington Place
2. LOCATION OF PROJECT SITE: on Neuse River off NC Highway 306 in the Arlington Place
Subdivision at 0 Burton Farm Rd. in Minnesott Beach, in Pamlico County, North Carolina
Location - 34° 59' 18" N 760 50' 35" W
3. INVESTIGATION TYPE: CAMA & State Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —12 June 2020
Was Applicant Present — Yes, Agent
5. PROCESSING PROCEDURE: Application Received —19 June 2020
Office — Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Pamlico County
Land Classification from Pamlico County LUP — land (farm or open land), water (estuarine waters)
(B) AEC(s) Involved: EW, PTA, ES, PTS
(C) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned — On -site treatment system
(F) Type of Structures: Existing —ditch, drain tiles
Planned — upland basin, 2 access channels, bulkhead, rip rap, groins,
marina pier, dry stack, clubhouse, boat ramp, parking areas
(G) Estimated Annual Rate of Erosion: 2.0'-3.0', after Hurricane Dorian
Source - applicant
HABITAT DESCRIPTION:
IAREAI
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Neuse River bottom
±45,189 ft2
f2,258 ft2 filled
t3,000 ft2 shaded
excavated
(groins)
(pier)
channels
(C) Other
±72,625 ft2
Highground
excavated(basin)
t174,240 W
(spoil disposal)
f55,000 ftz
(impervious/built
upon)
tl 1,970 ft2
(rip rap revetment)
±332,679 ft2
(parking and other
disturbed aRKEl
JUL 0 6
.020
DCM-MHD CITY

(D) Total Area Disturbed: 116 acres (f696,960 sq. ft.)
(E) Primary Nursery Area: No
(F) Water Classification: SB;Sw,NSW Open: no
8. PROJECT SUMMARY: The applicant proposes to construct an upland basin with two access channels,
two rip rap groins, multi -slip pier, dry stack facility, boat ramp, bridge, clubhouse and rip rap shoreline
stabilization.
RECEIVED
JUL 0 6 2020
DCM-IMHD CITY

Burton Farm Development
Arlington Place
0 Burton Farm Rd., Minnesott Beach
Pamlico County
Project setting
Quible & Associates, P.C. on behalf of Burton Farm Development has submitted the attached
CAMA Major Permit application for construction of an upland basin with two access channels, two
rip rap groins, multi -slip pier, dry stack facility, boat ramp, clubhouse and rip rap shoreline
stabilization. The project site is located of NC Highway 306 in the Arlington Place subdivision at 0
Burton Farm Rd., in Minnesott Beach on the Neuse River in Pamlico County, North Carolina.
The Arlington Place site is approximately 437 acres in size and is part of the larger Burton
Farm Development which has been subdivided into three phases: Mill Creek (Phases I and II) and
Arlington Place, which is phase III. This permit application specifically deals with Arlington Place.
The existing site consist of fallow agriculture land and approximately 143 acres of Section 404
wooded wetlands. The only man-made features on this property is a network of ditches and drainage
tiles that were installed when the land was in agricultural production. This project has been the
subject of multiple Agency scoping meetings.
The shoreline is t2,784 linear feet in length. This shoreline is characterized by a 10'-20'
eroding high bluff. There is an area of beach between the base of the high bluff and Normal Water
Level (NWL) which varies is width from 10' to 20'. This beach area has sporatic stands ofspartina
patens throughout. The beach ranges from NWL to approximately 4.0' in elevation at the base of the
bluff. The bluff is vegetated with pines, various hardwoods and scrub shrub growth.
The property is bordered on the upstream (north) by Mill Creek subdivision and downstream
(south) side by single-family residential lots.
The Neuse River in this area is classified SB;Sw,NSW by the Environmental Management
Commission. This section of the River is designated as coastal waters, and is in the Neuse River
basin and is not open to shell fishing. The project site is not located within a Primary Nursery Area.
A SAV survey conducted in May of 2018 by Quible and Associates did not indicate the presence of
SAV. The results of a flushing model for the proposed basin have been provided in the CAMA
Major Permit application.
Project description
The applicant proposes to excavate a 1.66 acre (t875 ft. long x t 83 ft. wide x -6.0 ft..deep)
upland basin that will have one 693 ft. long x 60 ft. wide main access channel on the south
(downstream) and another 90 ft. long x 40 ft. wide flushing channel to the north (upstream). The
access channel will be excavated to a depth of-6.0 ft. below NWL while the flushing channel will be
excavated to a depth of 40 ft. below NWL. The upland basin shoreline will be stabilized with 1,074
linear feet of bulkhead. The 665 linear feet of high bluff shoreline between the two channels will be
stabilized with a rip rap revetment measuring 18 ft. in base width. A 95 ft. long groin with a base
width of 10' is proposed on the south side of the flushing channel. The navigation channel will be
stabilized on the north side with a 109 ft. long groin with a base width of 12 feet. A 80 ft. long x 12 ft. wide bridge with a clearance of 7.5' is proposed over the north end of the upland basin whicMp EIVED
lead to a 1,890ft2
JUL 0 6 2020
DCM-MHD CITY

Burton Farm Development
Arlington Place
0 Burton Farm Rd., Minnesott Beach
Pamlico County
Page 2
pavilion located between the upland basin and the Neuse River. The upland basin will have 20 wet
slips adjacent to a 335 ft. long x 10 ft. wide boardwalk/dock immediately adjacent to the basin slips.
A 144 slip, 36,000 ft', dry stack facility with a 750 ft' marina office is proposed landward of the wet
slips and boardwalk. A 20 ft. wide by 55 ft. long boat ramp with 4' wide launch piers on both sides
located in the upland basin is proposed immediately North of the dry stack building. Parking areas
will be located to the north and east of the proposed dry stack facility.
Immediately south of the basin and dry stack facility a 16,284 ftz clubhouse is proposed
approximately 160 feet landward of NWL. This clubhouse will tie in to a 300 ft. long x 6 ft. wide
pier with a 30 ft. x 20 ft. T-Head platform on the terminal end. Along both sides of this proposed pier
a total of 20 — 3 ft. wide x 20 ft. long finger piers are proposed to create 20 wet slips. Two 30 ft. long
vertical groins are proposed south of the navigation channel and two vertical groins are proposed
north of the flushing channel.
Anticipated impacts
The applicant proposes to excavate approximately 45,180 ftz of River bottom to create the
two channels. Approximately 72,625 ftz of uplands will be excavated to create the upland basin. A
4.0 acre spoil disposal area is located on the same tract of land as the proposed development.
Approximately 2,258 ft' of River bottom will be filled for the installation of the two rip rap groins.
The rip rap revetment located between the channels will cover 11,970 ft' of shoreline beach, and
disjointed stands of spartina patens, in the area between the high bluff and NWL. Approximately
3,000 ftz of River bottom will be shaded as a result of the pier, platform and finger pier construction.
Approximately 55,000 ft' (1.3 acres) of uplands will be disturbed for the construction of the
dry stack, clubhouse, marina office and parking area. Approximately 23% of the property will be
covered by impervious and/or built -upon areas. The total land disturbance for these proposed
development activities is 16.84 acres. The applicant proposes to pump sewage to a permitted
treatment facility on -site.
Kelly Spivey — 29 June 2020
RECEIVE®
JUL 0 6 2020
DCM-MHfD CITY

r
Arlington Place CAMA Major Permit Application June 16, 2020
Burton Farm Development Company, LLC
ARLINGTON PLACE MARINA PROJECT NARRATIVE
Site Location
The site is an approximately 437-acre parcel located along the Neuse River accessed via
Burton Farm Road (NCSR 1120) and roughly centered around latitude 34.99322721 N and
longitude 76.84045380 W (Figure 1- relevant portion of USGS Quadrangle Cherry Point with
project area highlighted). Arlington Place is part of the larger Burton Farm Development, LLC
property which has been subdivided into three phases: Mill Creek (Phases I and II) and
Arlington Place (Phase III). This request deals specifically with a proposed marina development
within Arlington Place (Phase III). The attached USGS Quadrangle -Cherry Point (with the
marina development area highlighted in blue) shows the location of the project area.
A deed and surrey of Arlington Place (including Mill Creek Phases I and 11) is provided as
Attachment A.
Existing Development and Site Conditions
Existing development on site consists of fallow agricultural land and approximately 143 acres of
Section 404 wetlands primarily situated around several blue line streams draining the interior of
the property. Existing man-made drainage "improvements" consist of a network of tiles and
ditches that drain the former agricultural land into the adjacent wetland systems. Several
unimproved dirt roads traverse the property.
The shoreline along the Neuse is best characterized as a high bluff with cliffs of nearly 20 feet
near the southeast corner of the property and gradually tapering to 10 feet as you move to the
northwest corner of the property. The bluff reflects the general trend of the topography along
the Neuse. Interior elevations average 20 feet above Mean Sea Level (MSL). The development
concept for Arlington Place is subject to Master Plan approval (zoned R-MU). A draft plan
showing the planned development for all of Arlington Place including the reduced upland marina
basin as shown on the attached CAMA Site Plans has been presented to the Town of Minnesott
Beach. The latest development concept envisions a much less dense upland development
along with a reduced marina concept that still provides safe harbor for vessels. A draft copy of
a Master Plan Amendment is included as Attachment B.
Issued Permits and Permitting History
1. A North Carolina State Environmental Protection Act (SEPA) Document was prepared
for this project and a Finding of No Significant Impact (FONSI) Letter was issued on
November 3, 2008 related to a proposed upland marina basin and accompanying
residential subdivision.
2. A Soil Erosion and Sedimentation Control Permit (Pamli-2010-006) was issued on
November 23, 2009 for a "Marina Test Hole". A Soil Erosion and Sedimentation Control
Permit (Pamli-2011-008) that included upland and marina development was issued on
December 16, 2010.
3. A low -density Stormwater Permit (SW7100308) was issued on August 10, 2010 for the
low -density section of the proposed subdivision. A High -Density Stormwater Permit
(SW7100205) was issued on June 14, 2011 for high density portions of the
development.
4. A 401 Water Quality Certification was issued (DWQ #11-0008) on April 20, 2011.
5. CAMA Major Permit #85-11 was issued on July 14, 2011 for a ten -acre upland basin
with connection to the Neuse River. The CAMA Permit included the marina, dry stack
storage, clubhouse and all associated infrastructure and support. CAMA MaJA rtIVED
#85-11 was renewed through 2017 at which time DCM would no longer rene L"
RECIFIVEn ,JUN 1 A 2020

Arlington Place CAMA Major Permit Application
Burton Farm Development Company, LLC
June 16, 2020
issued permit.
6. A High Rate Infiltration System (HRIS) Permit (No. W00035232) was renewed on May
5, 2017 (valid through April 30, 2022) for the construction and operation of an onsite
wastewater treatment facility capable of treating and disposing of up to 200,000 gallons
per day. The HRIS Permit relies on the previously approved USACE Wetlands Plat
(signed by USACE on October 7, 2009) and has been kept active by the applicants
since issuance on September 8, 2011.
As a courtesy, digital copies of each of these permits can be found at: https://bil.Iy/AP Permits
Avoidance and Minimization
The attached plans and application reflect many years of changes to the property development
concept. These changes are primarily a reflection of housing market demands and trends.
Burton Farm Development Company, LLC was permitted to construct a 10-acre upland marina
basin (excavated to -8.0') with 200 dry stack storage slips and 99 wet slips sized for large
sailboats and cruisers. The size of the marina basin has been reduced to 1.66 acres and two
channels are proposed to promote flushing. The proposed development will not impact any
Section 404 Wetlands and stormwater runoff will be captured and treated using a series of dry
infiltration basins and other approved stormwater control measures (SCMs).
In addition to a reduction in the overall marina size and intensity, the surrounding future
development will be less dense than the previously approved development. Please note, the
changes to the surrounding development involve seeking approvals from the Town of Minnesott
Beach through a Master Plan Amendment (Attachment B). Upland development associated
with the marina has been moved back from the shoreline to the maximum extend practicable so
that DWR Buffer Impacts are limited to crossings necessary for access to the slips, boat ramp
(including small area for turn around) and the dry stack boat drop.
Stormwater
All stormwater runoff generated by proposed impervious surfaces will be captured and
conveyed to a series of onsite Stormwater Control Measures (SCMs). A state stormwater
permit will be sought for the proposed development. In addition, the development will require a
NCG19000 (applicable to marinas). Please note, all boat rinsing/washdown will occur inside the
proposed dry stack storage building and this effluent will be treated to a residential standard
prior to being pumped to the permitted wastewater treatment facility.
All buffers will be vegetated (to provide diffuse flow) and stormwater runoff from impervious
surfaces will be directed away from surface waters to approved SCMs.
401 Water Duality Riparian Buff ers—Neuse River Basin
The proposed project occurs within the Neuse River Basin (SB-NSW) and as proposed the
upland basin and development will impact Zone I and Zone II Buffers as indicated on the
attached CAMA Major Site Plans and Buffer Zone Authorization Plan (Attachment C).
Structures and uses that are not allowed in Zone 1 and Zone II Buffers have been situated
outside of the buffers and as shown on the attached plans.
Wastewater
All wastewater generated from the proposed project will be pumped to a permitted and yet to be
built wastewater treatment plant with an associated high rate infiltration pond. The wastew r
permit allows for a series of treatment systems and ponds that collectively ar(R��/EU
RECEIVED JUN 19 2020
JUL 0 6 2020 DCM_WARO
LRCM-MHD CITY

Arlington Place CAMA Major Permit Application
Burton Farm Development Company, LLC
June 16, 2020
handling up to 200,000 gallons per day of residential wastewater. At this time there are only
plans to build one treatment facility and disposal pond that can treat up to 50,000 gallons per
day.
The design flow for the proposed layout (22,050 gpd at total build out) is as follows:
1. Marina (240 Total Slips at build out @ 10 gallons/day) 2,400 gpd
2. Public Restroom Facility, 6 full bathrooms (toilet, lavatory,
showers) 250 gpd/fixture 4,500 gpd
3. Dry Stack/Marina Offices (6 employees @25 gpd) 150 gpd
4. Clubhouse (100 gallons/ day per member @ 150 members) 15,000 gpd
Boat washdown will be limited to areas inside of the dry stack storage building. A series of
drains will convey boat washdown water to pre-treatment (settling tanks, oil and grit separators
etc.) tanks that will then pump wastewater effluent to the permitted wastewater treatment plant.
The boat washdown water will be required to be treated to residential standards before disposal
into the wastewater treatment facility.
SAV Survev
A Submerged Aquatic Vegetation survey (SAV) was conducted in May of 2018. SAV was not
present within the project area during the 2018 survey. SAV was also not observed within the
project boundaries at any time during the summer of 2019 flushing model data collection. A
lack of SAV on the Neuse shoreline within this specific project area is well documented.
Basin Flushinq Model
A flushing model has been performed for the selected basin geometry as shown the attached
Figures 1-2-CAMA Major Site Plan. The flushing model was discussed with NCDEQ DWR
prior to data collection during the summer of 2019. A Basin Flushing Model -Data Collection Plan
was submitted on May 14, 2019 and onsite weather, water level and velocity data were
collected through September 2019 for use in the hydrodynamic model. A copy of the Arlington
Place Marina Hydrodynamic and Water Quality Report prepared by AECOM is attached as
Attachment D.
The original basin geometry was changed from a segmented basin with one central channel to a
basin with a main navigation channel and flow through (flushing) channel. This two -channel
design is required to reduce projected long flushing times which would result in predicted low
dissolved oxygen values. Based on the modeling results of this two -channel design, the
proposed marina configuration flushes in approximately three days and the average dissolved
oxygen concentrations are always above 5.0 ni
Proposed Work
The developer proposes to construct: an approximately 1.66 acre upland basin with 20
permanent wet slips, wooden boardwalk with pedestrian access, boat ramp, dry stack storage
building (144 slips) and 750 square feet marina office. The dry stack will be capable of housing
up to 144 boats with a concrete boat drop and all associated infrastructure to include: fuel
tanks, water, sewer, stormwater, electric, parking etc. The developers also propose to construct
a clubhouse and all associated infrastructure to include: water, sewer, stormwater, electric,
parking and etc. This proposal also includes a 300 linear feet pier into the Neuse River with 20
seasonal or "fair weather" slips.
The upland basin will be lined with vinyl and wood bulkheads (1,704 LF) as requir-di VED
DECEIVED RC
JUN 19 2020
JUL 0 6 2020 wARO
DCM-
DCM-MHD CITY

Arlington Place CAMA Major Permit Application
Burton Farm Development Company, LLC
June 16, 2020
flushing model to encourage flow. Two channels are proposed, one navigation channel
measuring 693 linear feet by 60 feet wide (dredged to -6.0' at NWL) and one flushing channel
measuring 90 linear feet by 40 feet wide (dredged to -4.0' at NWL). All proposed dredging and
excavation will be done mechanically. The Neuse shoreline is proposed to be stabilize by
placing a 665 feet long riprap revetment along with two rip rap jetties (107 linear feet along the
navigation channel and 97 feet along the flushing channel) to protect the marina entrance and
flushing channel. The applicants also propose to construct a 1,890 sf open air pavillion and 80
feet by 12 feet wooden bridge with gravel tire track access road to the bridge to access the
island created by the excavation of the channels. Four 30 feet long groins constructed of wood
and vinyl are proposed as shown on the attached plans. All proposed work is shown on the
attached Figures 1-3.
RECEIVED
JUN 19 2020
RECEIVEDDCM-WARO
JUL 0 6 2020
0CM-MHD CITY

Quible
Quible & Associates, P.C.
ENGINEERNG • ENVRONMENIAL SCENCES • PLANNING • SURVEYING
SINCE 1959
August 28, 2020
Mr. Gregg Bodnar, Asst. Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
400 Commerce Ave.
Morehead City, NC 28557
Re: Arlington Place Marina -Burton Farms Development Co.
Jetty Length Justification
Mr. Bodnar,
P.O. Drawer 870
1a111' Hawk NC 27949
Phone: [phone]
F= 252-49"M
web: gNble.a
REC"i"VED
AUG 3 1 2020
MP SECTION iVIHD
This letter is intended to serve as justification for the proposed groins that are depicted on the
CAMA Major Permit plans dated June 16, 2020 with a revision date of July 28, 2020 submitted
on behalf of Burton Farm Development Company (reduced size version attached for
convenience).
Per 15A NCAC 07H .0208 (9)(A) Groins shall not extend more than 25 feet waterward of
normal high water or normal water level unless a longer structure is justified by site specific
conditions and by and individual who meets any North Carolina occupational licensing
requirements for the type of structure being proposed and approved during the application
process,
The proposed jetties (terms jetty and groin used interchangeably) are critical to the flushing of
the proposed upland basin. A statement prepared by the hydrodynamic flushing modeler, Mr.
Chris Reed, PhD. of AECOM, was provided on August 28, 2020 and reads as follows:
"The marina design includes two entrance%xits to allow for flow though the
marina each flood and ebb tide. This design was found to provide sufficient
flushing and dissolved oxygen levels in the marina. The two groins are an
integral part of the 'flow through' process and are needed to guide the flood
and ebb tide flows into and through the marina. The +/--100-foot length and
orientation were determined to achieve the reported flushing and dissolved
oxygen characteristics."
During preparation of our CAMA Permit plans and the flushing model creation,
Quible and AECOM exchanged AutoCAD drawings to be sure that the basin and
groin geometry matched, the,geometry in the flushing model.
.JI
As a licensed geologist in the State of North Carolina, and by my seal below, I
attest that the jetty length shown on,the above referenced plans and in the flushing
model is necessary to provide for adequate flushing and acceptable dissolved
oxygen levels in the proposed upland marina basin at Arlington Place Marina.

Please do not hesitate to contact me at 252.491.8147 if you have any questions or
need any additional information related to this matter.
Sincerely,
Quible & Associates, P.C.
ana
D. Eadus, 'P G.
NC License #1954
AUG 3 1 2020
WiP SECTION MHD

Bodnar Gregg
From: Sparks, Keri E
Sent: Friday, July 31, 2020 10:04 AM
To: Bodnar, Gregg
Subject: RE: Burton Farms
Hey Gregg
It was Distributed to:
Anne Deaton
Chris Southerly
Clif Whitfield
David Harris
Environmental review
Garcy Ward
James Harrison
Josh R. Pelletier
Lee Padrick
Maria Dunn
Chris Pullinger
Rachel Love-Adrick
Rodney Butler
Roger Thorpe
Samir Dumpor
Shannon Jenkins
Sharon Gupton
Sheri Montalvo
Skip Lee- Pamlico County LPO
From: Bodnar, Gregg
Sent: Friday, July 31, 2020 9:45 AM
To: Sparks, Keri E <[e-mail]>; Spivey, Kelly <[e-mail]>
Subject: Burton Farms
Hey all,
Can you send me the circulation list for this one. There is a letter in the file from Minnesott Beach and I wanted to check
if these are the official LPO comments or if there might be something from the county as well.
Thanks,
Gregg
1

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Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number. 60617258
Prepared for:
Quible & Associates, P.C.
8466 Caratoke Hwy, Bldg. 400
Powells Point, NC 27966
Prepared by:
Chris Reed, Ph.D.
Senior Hydrologist
T. [phone]
E: [e-mail]
AECOM
1625 Summit Lake Drive
Tallahassee, FL 32317
aecom.com
Prepared for: Quible & Associates, P.C. AECOM

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number: 60617258
Table of Contents
1. Introduction.................................................................................................. 1
2. Summary of Data Sources........................................................................... 4
3. Data Analysis: Regional and Site Hydrodynamic Conditions ..................... 7
4. Regional Model Configuration and Applications ......................................... 15
5. Local Model. Configuration and Implementation ........................................ 19
6. Revised Channel Configuration.................................................................. 25
7. Conclusions............................................................................................... 28
Figures
Figure 1
Proposed Marina Layout............................................................................................................2
Figure 2
Proposed Marina Location along the Neuse River....................................................................3
Figure3
Station Location Map.........................................................................................:.......................5
Figure 4
Bathymetric Data. Available From NOAA...................................................................................7
Figure 5
Local Survey Data and Marina Footprint...................................................................................8
Figure 6
Flow Distribution in the Neuse River..........................................................................................8
Figure 7
Seasonal Flows in the Neuse River (based on Fort Barnwell Data 2000-2019)......................
9
Figure 8
Examples of Prevailing Wind Patterns in Coastal North Carolina...........................................10
Figure 9
Sensor Data and Tide Data from USCG Station 02091814....................................................11.
Figure 10
Semi -Diurnal Tide Range Over a Spring Neap Cycle.............................................................12
Figure 11
Data Collected Adjacent to the Proposed Marina Site . ...........................................................
13
Figure 12
River Discharge and Wind Data During the Data Collection Period........................................14
Figure 13
Model Grid and Bathymetry .....................................................................................................15
Figure 14
Velocity Magnitude Near the Proposed Marina Due to River Discharges...............................16
Figure 15
elocity Magnitude Near the Proposed Marina Due to Normal Tides.......................................17
Figure 16
Velocity Magnitude Near the Proposed Marina Due to Winds................................................17
Figure 17
Simulated Temperature and Dissolved Oxygen Compared to measured data at the Station 1
Location...................................................................................................................................18
Figure 18
Local Model Grid, Bathymetry and Boundary Conditions........................................................19
Figure 19
Initial and Final Dye Concentration after 7-day Tide Simulation (Local Model Scenario 1)....20
Figure 20
Time Series of Spatially Averaged Dye Concentration in the Marina . .....................................
20
Figure 21
Initial and Final Dye Concentration after 7-day Wind Simulation (Local Model Scenario 2)...21
Figure 22
Time Series of Spatially Averaged Dye Concentration. in the Marina......................................21
Figure 23
Velocity Patterns in the Basin During Wind Forcing... .............................................................
22
Figure 24
Time Series of Simulated D.O. in the Proposed Marina..........................................................
22
Figure 25
Distribution of Simulated D.O. in the Proposed Marina for the Tide and Baseflow only
Scenario...... .............................................................................................................................
23
Figure 26
Distribution of Simulated D.O. in the Proposed Marina for the 'With Wind' Scenario.............23
Figure 27
Revised Marina Channel Configuration...................................................................................25
Figure 28
Simulated Dye Concentration in the Revised Marina Configuration for Tide and Baseflow
OnlyScenario......................................................................................:.....:.............................26
Figure 29
Simulated Dye Concentration in the Revised Marina Configuration Including Wind Impacts. 26
Figure 30
Distribution of Simulated D.O. in the Proposed Marina for the Tide and Baseflow only
Scenario...................................................................................................................................
27
Figure 31
Distribution of Simulated D.O. in the Proposed Marina for the 'With Wind' Scenario.............27
Prepared for: Quible & Associates, P.C. AECOM

Arlington Place Marina Hydrodynamic and
Water Quality Report Project number: 60617258
Tables
Table1. Data Sources...................................................................... :........................................................... 4
Table 2. Data Collected by Quible & Associates . ....................................... :................................................. 6
Prepared for: Quible & Associates, P.C. AECOM

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number. 60617258
1. Introduction
Development of a proposed Marina is being considered along the northern shoreline of the Nauss River
approximately two miles northwest of Minnesott Beach. The Marina basin encompasses about 1.8 acres
(- 7,300 m2), with a bottom elevation of -6 feet referenced to NWL and will be connected to the Nauss
River via a channel approximately 60 feet wide and extends 650-feet long in the river to the -6 feet (NWL)
riverbed elevation. The channel is protected with a 100-foot-long jetty on the north side and a 200-foot-
long jetty on the south side.
A schematic of the proposed Marina is shown in Figure 1 and its location along the Nauss River
shoreline is shown in Figure 2. A hydrodynamic and transport model was developed and implemented to
establish the flushing characteristics of the proposed Marina. The model was developed using the
Environmental Fluid Dynamics Code (EFDC) as provided in Dynamic Solution Inc.'s EFDC Explorer 10.0
modeling system.
Hydrodynamic and water quality data were collected during the period between June through September
of 2019 in the vicinity of the proposed site. The data were used to establish ambient conditions and
provide guidance for specifying model parameters. Two models were then developed; a regional model
and a local model. The regional model included an approximately 24-mile stretch of the Neuse River
centered on the site and was used to evaluate the ambient hydrodynamic and water quality conditions in
the area. A smaller local model was then developed to determine the flushing characteristics of the
proposed Marina and channel. I
This report is organized into the following sections:
Section 2: Summary of Data Sources
Section 3: Data Analysis: Regional and Site Hydrodynamic Conditions
Section 4: Regional Model Configuration and Applications
Section 5: Local Model Configuration and Implementation
Section 6: Revised Channel Configuration
Section 7: Summary and Results
The modeling analysis inherently used the metric system for analysis, and much of the data is provided in
the English system. The data is typically discussed and displayed with metric units, but some exceptions
exist within the report.
The projection used throughout the analysis is the North Carolina State Plane system in meters and the
vertical datum is Mean Tide Level. Neither of these choices is critical to the flushing analysis, as the
results of interest are primarily the residence time and estimated minimum dissolved oxygen levels in the
Marina.
Prepared for. Quible 8 Associates, P.C. AECOM

Arlington Place Marina Hydrodynamic and Water Quality Report
Project number. 60617258
7 ^r
.iL1��Sii I/
Attl•
1 vm011
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Figure 1. Proposed Marina Layout.
Prepared for Quible & Associates, P.C. AECOM
2

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ArUngton Place Marina Hydrodynamic and
Water Quality Report
Project number:60617258
2. Summary of Data. Sources
The development of a hydrodynamic and water quality model requires numerous data to support the
implementation. These include'bathymetry for configurating the model, flow and water elevations for both
specifying boundary conditions, and calibration and wind data. The data used in this analysis are
summarized in Table 1.
Table 1. Data Sources.
Station.
Owner
Station ID
-
Station Description
Type of Data /
period of Data
;: Units
USGS
02091814
Neuse River Near Fort Barnwell,
Discharge (cfs)
'Oct. 2000 — Nov. 2019
NC
USGS
0209205053
Swift Creek '@ HWY 43 Near
Discharge (cfs)
July 1996 — June 2008
Streets Ferry, NC
USCG
8654467
USCG Station, Hatteras, NC
Tide (ft)
July 2019 — Nov. 2019
NOAA
Numerous
Neuse River
Bathymetric (ft)
1920 - 1935
Sources
Duke
Beaufort
Winds
Speed (knots);
2009 - 2019
Marine
Dir (deg ,from)
Lab
The station locations for the data sources summarized in Table 1 are shown in Figure 3. In addition to
the agency data, Quible & Associates conducted a data collection survey during the period of June
through September 2019 at two stations in the Neuse River adjacent to the site. These stations are also
shown in Figure 3.
Prepared for: Quible & Associates. P.C. AECOM

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Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number. 60617258
The data collected by Quible & Associates is summarized in Table 2.
Table 2. Data Collected by Quible & Associates.
Type ofData'/!lndss.',,
Frequency'F,.
PeY�otl'of`Clta
,<
„Wr„ ,y;
'
Rainfall (inches)
Breakpoint (recorded when not zero at 5-
6/11/19—10/1/19
minute intervals)
Sensor Depth Data (it)
Thirty -minute intervals
6/11/19—10/1/19
Water Quality Data [pH, Conductivity (mS/cm),
Weekly or similar time intervals, multiple
6/11/19 - 9/30/19
Turbidity (NTU), Dissolved Oxygen (mg/L),
depths
Water Temperature (deg. C), and Salinity (%)]
Wind Data (mph)
10 minutes
6/25/19 — 7123/19
Air Temperature (deg F)
5 minutes
6/11/19 — 7/23/19
Prepared for. Quible & Associates, P.C. AECOM

Arlington Place Marina Hydrodynamic and .
Water Quality Report Project number: 60617258
3. Data Analysis: Regional and Site
Hydrodynamic Conditions
The regional bathymetry data available from NOAA is shown in Figure 4. The Neuse River is
approximately 4.5 km wide in the vicinity of the site and a large portion of the river is on the order of 4
meters (-13 feet) deep. A cross section of the bathymetry data in the vicinity of the proposed Marina site
is shown in the insert. The cross -sectional area is on the order of 17,000 m2 (182,000 ft2).
Figure 4. Bathymetric Data Available From NOAA.
Data from the local survey (Quible & Associates, 2019) is shown in Figure 5 with 'artificial' survey points
added at -1.82 meters (-6 feet) to represent the footprint of the proposed Marina.
The Neuse River flow data collected at the Fort Barnwell and Hwy 43 USGS station represents drainage
areas of approximately 10,000 km2 and 700 km2. A plot of the Flow distribution for both stations is shown
in Figure 6 and the seasonal variation in average flows for the Fort Barnwell station is shown in Figure 7.
The maximum'flow over the 20-year period (2000-2019) is just under 1,500 m3/s, and the median flow is
approximately 4.8 m3/s. The flows from Swift Creek (Hwy 23 gage) are significantly less. The highest
discharge of 1,500 m3/s equates to an average velocity magnitude of 8.8 cm/s for the area adjacent to the
site (1,500/17,000) and the average velocity magnitude associated with the median discharge of 4.8 m3/s
is insignificant (0.02 cm/s). Thus, the river discharges do not generate high flow speeds in the lower
Neuse River and near the proposed Marina site. The seasonal flow distribution indicates higher flows
.during the late winter and early spring, and lower flows on the average during the summer.
Prepared for. Quible & Associates, P.C. AECOM

Arlington Place Marina Hydrodynamic and
Water Quality Report
Prblect number. 60617268
Figure 6. Local Survey Data and Marina Footprint.
Flow Distribution
1500
N
Mr 1000
C
0 500
LL
0
6 20 40 60 80 100 120
Percetage
—Fort Barnwell —Hwy 23
Figure 6. Flow Distribution in the Neuse River.
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8

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number. 60617258
Seasonal Flow
200
17 150
M
100 a
3 '
50
0
1 2 3 4 5 6 7 8 9 10 11 12
Month
Figure 7. Seasonal Flows in the Neuse River
(based on Fort Barnwell Data 2000-2019).
The prevailing winds are generally from the southwest for 10 months of the year, and from the northeast
during September and October. The average wind speed is about eight to 10 mph (NOAA NCDC Climate
Summary). An example of the wind speed and direction pattern for the southwesterly winds are shown in
Figure 8 for the first two weeks in July 2012 and two weeks in October 2012. The southwest and
northeast trends are evident in the plots, but the winds do vary in speed and direction inboth periods. '
Tide data adjacent to the site was collected from 6/10/2019 through 10130/2019. The depth data (i.e.,
'sensor' data) collected by Quible & Associates is plotted in Figure 9 with verified data from the USCG
Cape Hatteras station for comparison. The discharge as measured at the USGS Fort Barnwell Station is
also shown for reference. The USCG station is inside the barrier island and therefore, the amplitude is
attenuated relative to the offshore tide amplitude. The NOAA data for this site indicates a semi -diurnal
tide, with a mean tide range of 13 cm.
The vertical datum of the sensor data is not known, so it was translated vertically to roughly align with the
NOAA tide data at Cape Hatteras. It is apparent that the typical tide range at the site (i.e., sensor data) is
similar to that of the tide range at the USGS Station at Cape Hatteras. The impact of Hurricane Dorian,
which passed offshore of North Carolina in early September 2019 is evident in the data. The lower panel
in Figure 9 is an expanded view of the signals for a two -week period to better show the daily tide ranges.
There are variations in the lower frequency signal, which are likely due to the different responses to
coastal surges, which are likely to impact the USGC station and discharge events that are more likely to
impact the site. A one -month time series plot of the predicted tide from the NOAA tide predictions at the
Cape Hatteras Station is shown in Figure 10. The signal shows that the two daily tides are modulated by
a spring -neap cycle. When the two daily tides are similar in range, they are on the order of the 8 to 10 cm
range, and when they differ the most, they are on the order of 7 to 15 cm range.
Prepared for. Quible 6 Associates, P.C. AECOM

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T

Arlington Place Marina Hydrodynamic and Water Quality Report
Project number. 60617258
—Sensor —Verified —Discharge
1.2 400
1
350
300
0.8 _ 250
0.6 { 200 3
° 150 0
0.4 rry / a . 100 ILL
I*
0.2 50
0 0
06/11/19 06/25/19 07/09/19 07/23/19 08/06/19 08/20/19 09/03/19 09/17/19 10/01/19
—Sensor —Verified —Discharge
0.8 - 400
- 350
3 0.6 300
J
5 250 M
0.4 200 3
p 150 0
LL
0.2 ea 100
W — -- —� 50
0 0
08/01/19 08/08/19 08/15/19
Figure 9. Sensor Data and Tide Data from USCG Station 02091814.
Prepared for. Quible & Associates, P.C. AECOM
11

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number: 60617258
USGS Station 02091814
0.08
0.06
0.04
E 0.02
0.00
0
'z -0.02
v -0.04
w
.0.06
-0.08
11/1/19 11/6/19 11/11/19 11/16/19 11/21/19 11/26/19
Figure 10. Semi -Diurnal Tide Range Over a Spring Neap Cycle.
The water temperature, salinity and dissolved oxygen data collected by Quible & Associates during the
summer and fall of 2019 is plotted in Figure 11. The station locations are shown in Figure 1. Station 1 is
in about 3 feet (0.9 m) of water with data measured at the surface and at 1 and 2 feet below the surface.
Station 2 is farther offshore, in about 6 feet (1.8 m) of water with measurements taken at the surface and
at 1, 2, 3, and 4 feet below the surface. The temperature data show typical summer and fall water
temperatures between 28 and 31 degrees Celsius, with little or no stratification. The largest surface to
bottom difference is about 2 degrees Celsius. The salinity values are very low, with a maximum value just
below 1.5 ppt, indicating very little saltwater intrusion into the area. The vertical stratification is also very
small, with the maximum surface to bottom difference less than 1 ppt. These data indicate that the
stratification due to temperature or salinity are not significant in this area.
The dissolved oxygen at both stations exhibits a large variation, and a high degree of stratification. The
minimum and maximum values range from 2 to almost 13 mg/L. The largest surface to bottom variation
(i.e., stratification) is on the order of 6 mg/L. The stratification appears to be larger at Station 2 and Is
likely related to the greater water depth., The stratification is likely due to low ambient velocities, with the
gradient induced by wind induced reaeration and sediment oxygen demand. Nutrient and biological
oxygen demand data are not available but may also contribute to the wide range of measured values. It
is noted that there were 139 dissolved oxygen measurements made over the data collection period, and
21 of them, or about 15%, were below 6.0 mg/L.
There are two periods in which the dissolved oxygen levels are both relatively high and stratified. A plot
of the measured dissolved oxygen and associated river discharge and wind speed during the period are
provided in Figure 12. The second event clearly is related to the passing of Hurricane Dorian offshore of
North Carolina. It is likely the high winds increased the surface dissolved oxygen and rainfall and the
associated river discharge provided cooler surface temperatures that increased the dissolved oxygen
saturation levels. The measured temperature at the time of those measurements did not indicate a
significant temperature drop, but the measurements were taken after the peak of the storm and the
dissolved oxygen levels may be a remnant of the initial cooler discharge. There is little explanation for the
first high dissolved oxygen levels (occurring on August 13, 2019) reflecting the difficulty in simulating
dissolved oxygen in general, and points to the need for extensive data collection to provide adequate
basis for interpretation.
Prepared for. Quible & Associates, P.C. AECOM
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Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number: 60617258
o Station 1 o Station 2
32
o
30
° ®
°
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0 2 $ F v
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6/4/19 7/5/19 8/5/19 9/5/19 10/6/19
Figure 11. Data Collected Adjacent to the Proposed Marina Site.
Prepared for. Oulble & Associates, P.C. AECOM
13

Arlington Place Marina Hydrodynamic and
Water Quality Report
♦ Station 1 o Station 2 ----Discharge
14
J
E 12
10 Q
x E � � e
0 6 e
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0
Project number. 60617258
400
350
300
250 m
200 E
150 a
100 LL
so
0
6/4/19 7/5/19 8/5/19 9/5/19 10/6/19
+ Station 1 o Station 2 ----Wind Speed
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6/4/19 7/5/19 8/5/19 9/5/19 10/6/19
Figure 12. River Discharge and Wind Data During the Data Collection Period.
Prepared for. Quible & Associates, P.C.
AECOM
14

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number: 60617258
4. Regional Model. Configuration and
Applications
A regional model of the Neuse River was developed extending approximately 10 km downstream and 24
km upstream of the site. The regional model was used to evaluate the role of river flow, tides and wind -
driven circulation on the flows in the vicinity of the proposed Marina. The regional model was also used to
simulate dissolved oxygen levels and compared with the measured data for evaluation. The model
parameters developed for the comparison were then used in a local model that was developed to
estimate the flushing characteristics and dissolved oxygen levels in the proposed Marina. Finally, the
results of the regional model were also used to define the boundary conditions for the local model.
A curvilinear grid was developed for the extent of the regional model using grid cells approximately 200 by
600 meters. The curvilinear grid is shown in Figure 13. The bottom panel shows the bathymetry data, as
mapped onto the grid and the applied boundary locations.
Figure 13. Model Grid and Bathymetry.
Four equally spaced sigma grid layers were applied in the regional model.
Three scenarios were used to evaluate the role of discharge, tides, and wind on the ambient conditions
adjacent to the proposed site. Each scenario simulates the time period 6/10/2019 through 10/30/2019.
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Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number. 60617258
Regional Model Scenario 1: Flow discharge at the north boundary and zero water elevation at
the south boundary. No wind. Simulates the time period 6/10/2019 through 1013012019.
Regional Model Scenario 2: Zero discharge at the north boundary and measured water
elevations afthe south boundary. No wind. Simulated a 30-day period using predicted tides from
the Cape Hatteras Station.
Regional Model Scenario 3: Zero discharge at the north boundary and zero water elevation at
the south boundary. Wind forcing based on Duke Marine Lab, Beaufort Station wind records
during the simulation period.
In all simulations, the Smagorinsky algorithm was used for lateral mixing with a dispersion ratio of 1.0.
The k-epsilon model used for vertical was missing. The bottom friction was represented using a
Manning's n value of 0.015.
The velocity magnitudes during each simulation are shown in Figure 14 through Figure 16 for each
scenario. The plots show the surface layer (layer 4, green), bottom layer (layer 1, blue) and depth
averaged (red) velocity magnitude.
0.00310
_
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Legend f\,�
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0 IL00093
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0.00000
\
0 10 20 30 40 50 60 70 80 90 100 109
Time (days)
Figure 14. Velocity Magnitude Near the Proposed Marina Due to River Discharges.
The river discharges yield very low magnitudes in the vicinity of the site. The river is over 4.5 km wide
and 4 meters deep over most of the river width, and the large cross -sectional area yields low speeds. As
expected, the surface layer speeds are higher than the depth averaged speeds, which are higher than the
lower layer. These results are indicative of the shear layer that develops through the water column.
As shown in Figure 15, the tide induced flows yield much higher speeds, with peak surface layer speeds
on the order of 14 cm/s. The bottom layer speeds are significantly lower; on the order of 3 cm/s. The
wind induced speeds cover a wide range, with peak speeds on the order of 14 cm/s, exclusive of the
response to winds during Hurricane Dorian, where the flow speeds exceeded 30 cm/s. (The plot was
clipped at 20 cm/s to better show the calmer conditions).
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Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number: 60817258
0.160
0.1
6.12826
1111111110 J211 `d%X14pmIUM ICttAO A",I
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0.616�I'�?
0.000
0 3
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9 12 15 18 21 24 27 30
Time (days)
Figure 15. Velocity Magnitude Near the Proposed Marina Due to Normal Tides.
0.200
0.180
Legend
LM IIJJ It 4S Jau.vMKJrna9wu (o Algk
0.160
.� C j 1124045. J2n V« ew)mlua aq«n
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0.140
1
m 0.100
0.080
0000
,j
0 10 20 00 40 50 60 70 80
90 100 110
Time (days)
Figure 16. Velocity Magnitude Near the Proposed Marina Due to Winds.
A fourth regional model scenario was developed to simulate water quality. This scenario invoked the
EFDC basic water quality model and the results compared to the measured data for evaluation. The
simulation period was the same as the measurement period, 6/10/2019 through 10130/2019. The
measured water temperature was applied at both upstream and downstream boundaries and an initial
condition of 27.5 degrees Celsius was used. The initial dissolved oxygen was set to 7.0 mglL and applied
as a constant value at both boundaries. The.sediment oxygen demand was set to a constant of 2.0
g/m2/day, and wind induced reaeration was activated using parameter values consistent with slow moving
streams and water bodies. Solar radiation, relative humidity and air temperature data from the Duke
Marine Lab were applied.
The simulated temperature and dissolved oxygen levels at the approximate location of the measured data
is shown in Figure 17. The calibration to the temperature data is good, in that the low frequency trends
are well represented. Measured daily fluctuations for temperature are not available and therefore can't be
evaluated'. The simulated results indicate they are on the order of 1-degree C. The calibration was
obtained using the C-QUAL-2E thermal algorithm with a light extinction coefficient of 0.75 m-1.
The dissolved oxygen calibration was obtained using the O'Conner-Dobbins (1958) reaeration algorithm
and a Sediment Oxygen Demand (SOD) of 1.0 g/m2/day. The O'Conner-Dobbins (1958) reaeration
algorithm accounts for both flow speed and wind impacts on reaeration rates. The comparison of the
simulated and measured dissolved oxygen shows a good representation of the lower dissolved oxygen
levels, but the simulated results fail to reach the higher levels in the measured data. The simulated level
of vertical stratification in the measured data is well represented, with the larger range on the order of
Prepared for: Quible & Associates, P.C. AECOM
17

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number. 60617258
3 mg/L. However, the simulated results to not reproduce the high dissolved oxygen levels nor the larger
stratification associated with those levels. The source of the high dissolved oxygen level is not well
understood, and the mechanisms yielding these values may be due to processes not included in the
model. However, without additional chemical and biological water quality data it is not possible to discern
these processes. None -the -less, for the purpose of comparing 'with' and 'without project' conditions, the
simulations sufficiently represent key processes, especially those yielding the lower dissolved oxygen
values. The parameter values adopted for this simulation are subsequently used with the local model
(discussed in the next section) to compare the impacts of the project on the dissolved oxygen levels.
0 Station 1 —Simulated (Depth Average)
32 1
v
30 0
2812
® 0
a 26
E
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20
6/4/19 7/5/19 8/5/19 9/5/19 10/6/19
0 Station 1 —Simulated (bottom) —Simulated (surface)
14
J •
£ 12 0
•
} 8 e © o 0• 0 0
6
� 4 0 8
0
" 2 0 N_
Q
6/4/19 7/5/19 8/5/19 9/5/19 10/6/19
Figure 17. Simulated Temperature and Dissolved Oxygen Compared to measured data at
the Station 1 Location.
Prepared for: Quible & Associates. P.C. AECOM
16

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number. 60617258
5. Local .Model Configuration and
Implementation
A local scale model was developed to simulate conditions within the Marina project. The model grid and
bathymetry were mapped onto the grid and the location of the boundary conditions is shown in Figure 18.
The grid cells in the Marina are on the order of 3 by 3 meters, and in the channel are 3 by 6 meters. On
the outer edges the grid cells increase to approximately 20 by 40 meters. As with the regional model, four
equal vertical sigma layers were used. The jetties were included by using the cell blocking feature in
EFDC. The location of the jetties is shown in the Figure 18 insert as black lines along the entrance
channel.
. Figure 18. Local Model Grid, Bathymetry and Boundary Conditions.
Prior to implementing the model for evaluation of the flushing characteristics, a classic tidal prism analysis
was completed to provide a screening level estimate of the flushing rate. The Marina basin volume is
approximately 13,286 m3. The tidal range is on the order of 8 cm twice per day, or 13 and 7 m per day.
These equate to a total tidal prism of 1,168 m3 and 1,460 m3 each day. A classic'rule of thumb' is that
about 10% of the tidal prism is exchanged with the basin water, which is due to most of the ebb tide
discharge staying close to the entrance each cycle. Thus, each day approximately 117 to 146 m3 of basin
water is replaced with ambient water from the Neuse River. The time scale to replace the entire basin
volume is then on the order of three months. This is usually a conservative estimate but does reveal the
low flushing rate due to the small tidal range in the vicinity of the proposed site.
Two local model scenarios were developed to provide a more quantitative investigation of the flushing
characteristics of the proposed Marina. The first is to examine the tide -only flushing and the second was
developed to investigate the role of wind forcing on the flushing. The simulations consisted of a 4-week
period consistent with the first four weeks of the regional model simulations. Boundary conditions for the
local model were developed using a 41° regional model scenario. The regional model simulations
consisted of a 1,700 cfs base flow and the same tide conditions used in Scenario 2.
Local Model Scenario 1: Tides and base flow forcing, with an initial dye concentration of 100
mg/L in the basin and zero level in the river. For this scenario, the flow boundaries from the
Regional Model Scenario 4 were applied at the north boundary and the water surface elevation
conditions were extracted from the Regional Model Scenario 2 and applied at the south boundary.
Local Model Scenario 2: Wind, tide and base flow forcing, with an initial dye concentration of 100
mg/L in the basin and zero level in the river. For this scenario, the flow boundaries from the
Regional Model Scenario 4 were applied at the north boundary and the water surface elevation
Prepared for: Quible & Associates, P.C. AECOM
19

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number: 60617258
conditions were extracted from the Regional Model Scenario 3 and applied at the south boundary.
The period examined correlates to a time when the winds are from the southwest (713/2019
through 7/1012019) with peak afternoon speeds on the order of 13 knots (6.7 m/s).
The results for the tide -only flushing are shown in Figure 19. The plot shows the initial dye concentration
and the final concentrations after 7 days of tide flushing. A time series of the spatially averaged dye
concentration in the Marina was exported and analyzed to estimate the flushing time; The time series is
shown in Figure 20.
\
0000(��i`�IW 0000ya llntt+h/•91(�4L1 pyOf OB OOG) '
Figure 19. Initial and Final Dye Concentration after 7-day Tide Simulation (Local Model
Scenario 1).
100
90
......... . ...................
80 ...........
E 70
c 60
0
Yo 50
40 y= 98.231e'o.oaz.
3D
u° 20
10
0
0 1 2 3 4 5 6 7
Time (days)
Figure 20 Time Series of Spatially Averaged Dye Concentration in the Marina.
An exponential curve was fit using the Microsoft Excel Trendline function to estimate the dye half-life and
flushing time. The curve fit yields a half-life of 21.6 days. Using 4 half-life turnovers (to get to 6%
average dye in the Marina) as an estimate of the flushing time, the flushing time is estimated to be 86.6
days.
The results of the wind forcing simulation are shown in Figure 21. The plot shows the initial dye
concentration and the final concentrations after 7 days of tide flushing. The spatially averaged dye
concentration is shown in Figure. 22. 7The half-life is estimated to be 8.5 days, and the flushing time to
be 35 days. This is a vast improvement over the tide -only flushing results and is primarily due to the
combination of wind direction and the proposed Marina approach. The. surface and bottom velocities in
the proposed Marina and entrance channel are shown in Figure 23. The prevailing winds from the
Prepared for: Quible & Associates. P.C. AECOM
20

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project. number: 60617258
southwest push surface water towards the proposed Marina, which creates a downwelling at the
northeastern wall of the Marina, creating a return flow along the bottom. This Flow pattern encompasses
the proposed Marina flushing.
i
�r
-
nnnf_' wuio i>,. iux«nnv ltmatl �''� i
4
- O000l"=`�'�"1�f000pp e/a.lia`WOhv91Nq 11�
Figure 21. Initial and Final Dye Concentration after 7-day Wind Simulation (Local Model
Scenario 2).
100
90
00s 70
...........
c 60 ........
50
M
40
a
c 30 y = 91.344eo.ov°'
° 20
10
0
0 1 2 3 4 5 6 7
Time (days)
Figure. 22 Time Series of Spatially Averaged Dye Concentration in the Marina.
Prepared for: Ouible 8 Associates, P.C. AECOM
21

Arlington Place Marna Hydrodynamic and
Water Quality Report
Project number. 60617258
r i i
xmo m as 1 ;�
oro w:vwr � �l
s.,
ri telyelties*� , bdttotnvelocltles, 4
Figure 23. Velocity Patterns in the Basin During Wind Forcing.
A simulation of dissolved oxygen concentrations in the proposed Marina was also completed with the
local model. A four -week period was simulated using the same hydrodynamic and wind forcing as used
for the dye simulations, except that they were extended for a 4-week period. The same re -aeration
algorithm and SOD coefficients used in the calibration of the regional model (O'Conner-Dobbins (1958)
and 1.0 g/m?/d). The tidal and flow dissolved oxygen boundary values for D.O. were set to 6.Omg/L.
Temperature boundary values.were set to 28.7 eC. The initial conditions for D.O. are 6.0 mg/L and 28.7
eC throughout the model domain.
A time series of the depth -averaged dissolved oxygen at a location in the Neuse River approximately 250
m offshore of the Marina, and for a point in the proposed Marina are shown in Figure 24. In the river, the
D.O. levels are generally above 5.0, but drop below that near the end of the simulation, which
corresponds to neap tide conditions. The simulated D.O. values in the Marina are below 5.0 for
approximately 90% of the time for the more extreme scenario with tide and baseflow-only forcing. This is
primarily due to the poor mixing and re -aeration associated with the tide -only forcing of flow into and out
of the Marina. The average value over the simulation period is 4.9 mg/L in the river and 1.8 mg/L in the
Marina.
J
m6
E 5
c
m4
O 3
a
i 2
O 1
N_
0
10 15 20 25 30
Simulation Days '
—Nueces River —Marina
Figure 24. Time Series of Simulated D.O. in the Proposed Marina.
Prepared for: Ouible 8 Associates, P.C. AECOM
22

Arlington Place Marina Hydrodynamic and
Water quality Report
Project number. 60617268
The distribution of depth averaged D.O. within the marina over the 28-day period is shown in Figure 25.
The distribution was formed by averaging the values over all cells within the Marina footprint. The
average value in the Marina over the simulation period is 1.3 mg/L
6
eo
E 5
c
m4
O 3
20 40 60 80 100
Frequency
Figure 25. Distribution of Simulated D.O. in the Proposed Marina for the Tide and
Baseflow only Scenario.
A second water quality simulation for D.O., including the impacts of winds, was also completed. The
distribution of depth -averaged D.O.in the Marina for this simulation is shown in Figure 26. The D.O. is
above 5.0 for most of the time, and the average value is 6.0 mg/L. This is due both to the enhanced
mixing provided by the wind driven circulation and increased re -aeration due to the wind speed.
20 40 60 80 100
Frequency
Figure 26. Distribution of Simulated D.O. in the Proposed Marina for the 'With Wind'
Scenario.
The results of the modeling analysis of the proposed Marina are varied. The dye simulation results
indicate relatively poor flushing, on the order of 87 days for calm periods and on the order of 35 days
when the prevailing winds are included. It is noted that it is unlikely that there would be an 87-day period
without significant wind impacts, thus a 35-to-45 day flushing time is more characteristic. The D.O.
simulations are even more varied. For the more extreme situation with only tide and baseflow forcing, the
D.O. is estimated to be under 5.0 mg/L throughout most of the Marina for a majority of the time. If the
wind is included, then the results indicate much higher D.O. levels, above 5.0 mg/L most of the time. This
seems to indicate that the D.O. may fall well below 5.0 mg/L during less frequent quiescent periods of a
few days, but otherwise will be above 5.0 mg/L under more normal conditions. However, the simulated
dye flushing indicates relatively poor flushing for both the tide and baseflow-only scenario and when
Prepared for. Ouible 8 Associates, P.C. AECOM
23

Arington Place Marina Hydrodynamic and
Water quality Report
Project number. 60617258
winds are included. Since the D.O. simulation does not include the potential for algae growth and related
D.O. consumption in the poorly flushed waters, there may be a potential for lower D.O. values, even
under prevailing wind conditions.
Prepared for: quible & Associates, P.C.
AECOM
24

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number: 60617258
6. Revised Channel Configuration
In order to improve the flushing characteristics of the Marina, a revised entrance channel configuration
has been developed and tested using the same modeling analysis as for the original proposed Marina.
The revised design includes two channels; a main channel for navigation into and out of the Marina, and
a second shallower channel intended to enhance flushing. The proposed layout is shown in Figure 27.
v.
T
rye �
kP
-- Enhanced
Flushing
Channel
Entrance
Channel
r
Figure 27. Revised Marina Channel Configuration.
The main channel (to the southeast) is the same width (50 feet) as the original channel and at elevation -
6 feet, extending to the -6 foot contour in the Neuse River. The channel to the northwest is -30 feet wide
and elevation -4 feet, extending to the -4 foot contour. Both channels have a solid core breakwater that
helps 'funnel'water into and through the Marina.
The general principle in this design is to use advection, rather than diffusion, to provide sufficient flushing
of the Marina. For instance, a 6 cmis peak tidal velocity will yield an excursion length of approximately
800 meters. Since the Marina is on the order of 200 meters long, the entire Marina can be expected to be
flushed during a single tidal cycle.
The same two dye and D.O. simulations applied to the original proposed Marina configuration were
applied for this revised configuration to evaluate the flushing characteristics. The results of the two dye
simulations, for tide and baseflow only and including wind impacts are shown in Figure 28 and Figure
29.
Prepared for. Quible & Associates, P.C. AECOM
25

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number: 60617258
100
90
? 80
E 70
a 60
0
m 50
40
30
° 20
10
0
0 1 2 3 4 5 6 7
Time (days)
Figure 28. Simulated Dye Concentration in the Revised Marina Configuration for Tide
and Baseflow Only Scenario.
100
90
80
E 70
c 60
0
50
A
40
0
30
� 20
10
0
0 1 2 3 4 5 6
Time (days)
7
Figure 29. Simulated Dye Concentration in the Revised Marina Configuration Including
Wind Impacts.
For the first scenario, the half-life is 0.76 days, equating to an approximate flushing time of 3 days. When
the wind impacts are included, the half-life is 0.64 days, equating to a flushing time of 2.5 days. The
flushing time derived from the dye simulations are slightly longer than those inferred from the tidal
excursion considerations and is due to a portion of the initial dye remaining in the vicinity of the channels
and being transported back into the Marina by the next cycle. None -the -less, these flushing times
represent a significant improvement over the results for the original Marina configuration.
The two D.O. simulations used for the original Marina Configuration were also completed for the revised
configuration. The same calibrated model parameters and initial and boundary conditions were applied.
The distribution of the spatially averaged D.O. during the 28-day simulation are shown in Figure 30 for
the tide and baseflow only scenario, and in Figure 31 for the case including wind impacts. The average
D.O. levels are 5.3 and 6.5 mg/L. For the no tide and baseflow only scenario, 78% of the values are
above 5.0 mg/L. For the with wind impact scenario, the D.O. values in the Marina are all above 5.0 mg/L.
Prepared lor. Quible & Associates, P.C. AECOM
26

Arlington Place Marine Hydrodynamic and
Water Quality Report
Project number: 60617258
Fit
8'
J 7
m6
E
c S
v
m o�
O 4
a 3
v
0 2
u,
1
0
0 20 40 60 80 100
Frequency
sure 30. Distribution of Simulated D.O. in the Proposed Marina for the Tide ai
Baseflow only Scenario.
8
J
�7
E 6
at 5
ba
X 4
0
0 3
w
> 2
0
� 1
0
0 20 40 60 80
Frequency
—Marina
IIIUI
A
Figure 31. Distribution of Simulated D.O. in the Proposed Marina for the 'With Wind'
Scenario.
The modeling analysis of the revised Marina configuration indicate excellent flushing characteristics, with
flushing times on the order of 3 days for extremely calm conditions (i.e., no winds) and 2.5 days when
prevailing southwesterly winds are present. The D.O. simulations using the calibrated model parameters
also indicate good conditions in the Marina for both calm (i.e., no wind) and prevailing wind conditions.
Prepared for. Quible & Associates, P.C. AECOM
27

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number: 60617258
7. Conclusions
A hydrodynamic and water quality model using EFDC+ was developed, calibrated, and implemented to
estimate the flushing time and expected dissolved oxygen levels in the proposed Marina. Hydrodynamic
and water quality data were collected for a period from 6/11/2019 through 10/1/2019, excluding a brief
period in which the monitoring equipment was removed during the passage of Hurricane Dorian. A
regional model was configured for existing conditions and calibrated to the monitoring data. The regional
model was then used to investigate the impacts of tides, winds, and river flow on the flow speeds and
circulation in the area adjacent of the proposed Marina.
Two design scenarios were developed, one representing extremely low energy conditions and one
including prevailing winds. The low energy conditions consisted of tidal forcing with a low baseflow in the
river. The wind impacts included the typical southwesterly winds. A local model was developed, which
includes the Marina and adjacent area of the Neuse River. Boundary conditions were extracted from the
regional model. The two scenarios were executed for dye transport in the Marina. The results indicated
very low flushing capacity, on the order 87 days for the low energy scenarios and 35 days when the wind
impacts are included. It is noted that the 87-day time period is improbable, in that it is highly unlikely that
the low energy (tide + baseflow only) conditions would occur continuously for 87 days. None -the -less, the
flushing characteristics are relatively poor for both scenarios. The simulation of dissolved oxygen
indicated very low levels during the low energy conditions, with an average value of 1.3 mg/L. However,
the wind impacts on D.O. are significant, and increase the average D.O. in the Marina to 6.0 mg/L.
Due to the.poor flushing characteristics of the proposed Marina configuration, a revised configuration that
consists of two channels, one for navigation into and out of the Marina, and one to allow for'flow through'
the Marina was developed. The local model was reconfigured to represent the revised Marina channel
configuration and then used to evaluate the flushing and D.O. levels of the Marina. The same two
scenarios were used for the same time periods. The simulated flushing times were vastly improved and
are on the order of 3 days for the low energy scenario and 2.5 days when wind impacts are included.
Likewise, the D.O. levels in the Marina were also improved. For the low energy scenario, the average
D.O. was 5.3 mg/L and when wind impacts are Included, the average value is 6.5 mg/L. Thus, the
revised configuration does not rely on winds to maintain sufficient D.O. levels in the Marina and can
sustain levels above 5.0 mg/L for a majority of low energy (or calm wind) periods.
Prepared for: Ouible & Associates, P.C. AECOM
28

Arlington Place Marina Hydrodynamic and
Water Quality Report
Project number. 60617258
Prepared for: Quible & Associates, P.C. AECOM
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17 9 xl 9 �I WLOCATION PLAT FARM 0Y
I�L#i BURTON FARMS DEVELOPM13N7; LLC
MB.L CRBB.BR & ARLINGTON PLACB

52' 00.0000•
W 076° 51' 00.0000•
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all
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Name: CHERRY POINT Location: 0340 59' 22.2431" N, 0760 50' 36.9484" W
Date: 05/05/20 ARLINGTON PLACE MARINA
Scale: 1 inch = 2,000 ft. (MARINA DEVELOPMENT SHOWN IN BLUE)
C GagrxjhlMIS. Tii bfa Naalbn UnAW
Dalum: NA027

May 13, 2020
Mr. Warren D. Eadus, P.G.
Quible & Associates, P.C.
PO Drawer 870
Kitty Hawk, NC 27949
Re: Burton Farm Development Company, LLC
Minnesott Beach, Pamlico Beach
Deed Book/Page 454/918 PCA 145-3
Arlington Place CAMA Permitting
Mr. Eadus:
As authorized agent for Burton Farms Development Company, LLC, rightful owners of
the above referenced parcels, Quible & Associates, P.C. is hereby authorized to act as
agent for purposes of environmental permitting (CAMA, DWR, LISACE, DEMLR etc.).
Sincerely,
Burton Farm Development Company, LLC
C
Doug Rnderson, President
BNE Land & Development Division
Boddie -Noel) Enterprises, Inc.
RErEIVED
j) 6 2020
io—MHD CITY

Quible
Quible & Assoclates, P.C.
ENGNEERNG • ENVIRONMENTAL SCIENCES • PWJNING • SIANEYNG
SINCE 1959
May 13, 2020
Christopher Bahret ET UX
2410 Londonderry Rd.
Alexandria, VA 22308
CERTIFIED MAIL RECEIPT
7019 0160 0000 7951 8183
Re: Burton Farm Development, LLC
CAMA Major Permitting
Adjacent Riparian Property Owner Notification
Mr. Bahret:
P.O. Drawer 870
kitty Hawk, NC 27949
Phone: 252,491 8147
Pox: 252A968140
web: wlble.c
This is formal written notification that the owners of the Arlington Place Subdivision are applying
for a Coastal Area Management Act (LAMA) Major Permit to create a marina (dig upland basin),
dry stack storage facility, clubhouse and other improvements as generally shown on the
attached plans. As an adjacent riparian property owner, you are required to be notified of the
proposed development. All the proposed work is depicted on the enclosed plans and
application.
If you have no objections to the project as currently proposed, please sign in the space below.
If you have any objections please check the appropriate space and indicate what your
objections are. Please return one copy of this letter to:
Warren Eadus
Quible & Associates, P.C.
P.O. Drawer 870
Kitty Hawk, NC 27949
No response within 30 days of this notice will be interpreted as no objection. You can also
reach me at [phone], or you can reach the DCM Representative, Mr. Kelly Spivey, at
[phone] or by mail at NC DEQ 943 Washington Square Mall, Washington NC 27889.
Thank you for your prompt attention in this matter.
Sincerely,
Quible & Associates, P.C.
Warren D. Eadus
__ I have no objection to the project as proposed
I do have an objection to the project as proposed
Signature
Date
DECEIVED
JUL 0 6 2020
T` 0M-MHD CITY

May 13, 2020
Christopher Bahret ET UX
2410 Londonderry Rd.
Alexandria, VA 22308
CERTIFIED MAIL RECEIPT
7019 0160 0000 7951 8183
Re: Burton Farm Development, LLC
CAMA Major Permitting
Adjacent Riparian Property Owner Notification
Mr. Bahret:
This is formal written notification that the owners of the Arlington Place Subdivision are applying
for a Coastal Area Management Act (CAMA) Major Permit to create a manna (dig upland basin),
dry stack storage facility, clubhouse and other improvements as generally shown on the
attached plans. As an adjacent riparian property owner, you are required to be notified of the
proposed development. All the proposed work is depicted on the enclosed plans and
application.
If you have no objections to the project as currently proposed, please sign in the space below.
If you have any objections please check the appropriate space and indicate what your
objections are. Please return one copy of this letter to:
Warren Eadus
Quible & Associates, P.C.
P.O. Drawer 870
Kitty Hawk, NC 27949
No response within 30 days of this notice will be interpreted as no objection. You can also
reach me at [phone], or you can reach the DCM Representative, Mr. Kelly Spivey, at
[phone] or by mail at NC DEO 943 Washington Square Mall, Washington NC 27889.
Thank you for your prompt attention in this matter.
Sincerely, U.S. Postal
M I CERTIFIED MAIL REM
Quible & Associates, P.C.
Warren D. Eadus
I have no objection to the project as proposed
I do have an objection to the project as proposed
Signature
Date
I or dvlivury ndmn
-A
0
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Oo.ue.a+r nraw[
O
❑�SVm R as
❑ie.aw..w.u.
0
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LO
P*d"Wk
�y
DECEIVED

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https://tools.usps.coMgorTrackCanfirmAction7qtc_tLabels1=70190160000079518183 JUL 0 6 2020 313
i )CKA-MHD CITY

Quible
Quible & Associates, P.C.
ENGINEEIMNG • ENVIRONMENTAL SCIENCES • PLANNING • SUMMNG
SINCE 1959
May 13, 2020
Camp Seafarer
1601 Hillsborough Street
Raleigh, NC 27605
CERTIFIED MAIL RECEIPT
7019 0160 00007951 8176
Re: Burton Farm Development, LLC
CAMA Minor Modification Permitting
Adjacent Riparian Property Owner Notification
Sir/Madam:
P.O. Drawer 870
pity Ibwk NC 27949
PMrn: 252-491-BIA7
F= 252 Q -81 15
web: qu�tle.com
This is formal written notification that the owners of the Arlington Place Subdivision are applying
for a Coastal Area Management Act (CAMA) Major Permit to create a marina (dig upland basin),
dry stack storage facility, clubhouse and other improvements as generally shown on the
attached plans. As an adjacent riparian property owner, you are required to be notified of the
proposed development. All the proposed work is depicted on the enclosed plans and
application.
If you have no objections to the project as currently proposed, please sign in the space below.
If you have any objections please check the appropriate space and indicate what your
objections are. Please return one copy of this letter to:
Warren Eadus
Quible & Associates, P.C.
P.O. Drawer 870
Kitty Hawk, NC 27949
No response within 30 days of this notice will be interpreted as no objection. You can also
reach me at [phone], or you can reach the DCM Representative, Mr. Kelly Spivey, at
[phone] or by mail at NC DEQ 943 Washington Square Mall, Washington NC 27889.
Thank you for your prompt attention in this matter.
Sincerely,
Quible & Associates, P.C.
Warren D. Eadus
_ I have no objection to the project as proposed
I do have an objection to the project as proposed
Signature
Date
RECEIVED
ja 0 6 2020
')CNI_IWFID CITY

■, complete Items 1, 2. and 3.
e Print your name and address on the reverse
so that we can return the card to you.
IN Attach this card to the back of the mallplece,
or on the front if apace permits.
'Qo rticle Sbp�A4 EA 1 plontPst'AGuc
S'b> aA &A r, c
Ro4ish -LC 6-7Lo0 7
Agent
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D.Isdeliveryaddressdlffererittrom Item77 UYel
If YES, enter delivery address below: 0 No
II
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Service Type
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III
I III
II I IIIII
I II
I I I III
IIIII
III3.
Registered
9590 9402 4940 9063 8614 93
❑"
Adult 5lgr stove Restricted Ca'Ivery
n (edified Malls
❑ RBBtp Ieered Mail �iwtricted'
DeMery
❑ Cerefied Mall Restricted Delivery
❑ Return Receipt for
❑ collect on Debery
Merchandise
!
2. Article Number(7rens(er from service label)
❑ Collect oe Delivery ftestdded Delivery
L1519natum CoMrmellon"
❑Insures MWl
❑ SiBnetve Conllrmallon
7019 0160 0000 7951 8190
pe' sd.,MN)""a'Iddaaoel"ry
Restricted calory
PS Form 3811, July 2o15 PSN 75 -
Domestic Return Receipt
RECEIVED
JUN 19 2020
DCM-WAR(:RECEIVED
Ul 0 6 2020
r IVI�I) CITY

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Dlrectur
Pamlico News Times
P.O. Box 510
Oriental, NC 28571
aea�E��
NORTH CAROLINA
Env7rontnentaf Quality
2 July 2020
Attention: Legal Advertising Department
Please include the enclosed Notice of filing in the Public Notice section of the 8 July 2020
edition of your newspaper. If it will not be possible to include this notice in that edition, or if you
should have any questions about this notice, please call me as soon as possible at 948-3820.
The State Office of Budget and Management requires an original Affidavit of
Publication prior to payment for newspaper advertising. Please send the affidavit, an
original copy of the published notice, and an original invoice to:
Ellie Davis
NCDEQ
COASTAL MANAGEMENT DIVISION
400 COMMERCE AVENULs
MOREHEAD NC 28557
252-808-2808 ext. 229
ellie.davis(alncdennaov
Thank you.
Sincerely,
Keri Sparks, Administrative Assistant 11
Division of Environmental Quality
Division of Coastal Management
ATTACHMENT
Cc: Pile
E Q2�
DECEIVED
North Carollna Department of Emlronmental Quality I Division of Coastal Management 2�20
Washingionorfke 1 943 Washington Square Mail I Washington. North Carolina 278891252.946.6481 JUL 0 6
Wgmhtglon Ofare 1127Cardnal Drive Extenslon I Wilmington. North Carolina 28405 1 glD.7%.7115
Morehead Clty Offlre 1400Cmmnn"ce Avenue I Morehead Clty.Nnrth('arollna28557 12528082ROR
r0CM-MHD CITY

NOTICE OF PILING
OF APPLICATION FOR
CAMA MAJOR DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as
required by N.C.G.S. 113A-119(b) that an application for a development permit in an Area of
Environmental Concern as designated under the Coastal Area Management Act (CAMA) was
received on 19 June 2020. According to the said application proposes to construct an upland basin
with two access channels two rip rap groins, multi -slip pier, dry stack facility, boat ramp bridge,
clubhouse and rip rap shoreline stabilization at Minnesott Beach in Pamlico County, North
Carolina.
A copy of the entire application may be examined or copied at the office of Kelly Spivey,
District Manager, Washington Regional Office, 943 Washington Square Mall, Washington, NC,
during normal business hours. Public comments received by 28 July 2020 will be considered. Later
comments will be accepted and considered up to the time of permit decision. Project modifications
may occur based oil further review and comments. Notice of the permit decision in this matter will
be provided upon written request.
Please publish on: 8 July 2020
i
Kelly Spivey
District Manager
NC Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
D Q��
North Carolina Department of Environmental Quality I Division of Coastal Management
Washington Offtce 19OWaslAngtnn Square Mall I Washington,North Carolina 278891 252.946.6481
Wilminglar Office 1127 CarElnal Drive Extension I Wdmington,Narth Carollna284051 910.7967215
Mnrehrad City Offlrr 1400(emmrrre Avenue I Mnrrhrad Cllv.Nnrth Carnlina7fi I MA097MA
RECEIVED
JUL 0 6 2020
!)CM-MHD CITY

OVA
-04n
ROY COOPER NORTH CAROLINA
Oovemor Env7ronmentafQuaffty
MICHAEL S. REGAN
Sarelnry
BRAXTON C. DAVIS
DIrecfor
Burton Farm Development Company LLC,
C/O Doug Anderson
P.O. Box 1908
Rocky Mount, NC 27802
Dear Mr. Anderson
The NC Division of Coastal Management hereby acknowledges receipt of your application
for State approval for development of your property located on the Neuse River at 0 Burton
Farm Road Arlington Place in Minnesott in Pamlico County, North Carolina. It was received
on 19 June 2020, and appears to be adequate for processing at this, time. The projected
deadline for making a decision is 2 September 2020. An additional 75-day review period is
provided by law when such time is necessary to complete the review. if you have not been
notified of a final action by the Initial deadline stated above, you should consider the review
period extended. Under those circumstances, this letter will serve as your notice of an
extended review. However, an additional letter will be provided on or about the 75th day.
Kelly Spivey, District Manager for the Division of Coastal Management is responsible for
processing your permit and he can be reached at 252-948-3851 or via email at
Kdly�[e-mail] if you have any questions.
If this agency does not render a permit decision within 70 days from 19 June 2020, you
may request a meeting with the Director of the Division of Coastal Management and permit
staff to discuss the status of your project. Such a meeting will be held within five working
days from the receipt of your written request and shall include the property owner,
developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the
proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which
must be posted at the property of your proposed development. You should post this notice
at a conspicuous point along your property where it can be observed from a public road.
Some examples would be: Nailing the notice card to a telephone pole or tree along the road
right-of-way fronting your property, or at a point along the road right-of-way where a private
road would lead one into your property. Failure to post this notice could result in an
incomplete application.
North Carolina Department of Environmental Quality I Division of Coaslalllanagement
Washington Office 1943 Washington Square Man l Washington, North Carollna 2785912522.946,6481
W4lmingtun Office 1 127 Cardinal Drive Emenslon I Wilmington, North Carolina 28405 1 9I0796.7215
MoreheadalvOlfce 1400Commum Avenue I Moreheadaty.Northrarollna28557125260111808

An onsite inspection will be made, and if additional information is required, you will be
contacted by the appropriate State or Federal agency. Please contact me if you have any
questions and notify me in writing if you wish to receive a copy of my field report and/or
comments from reviewing agencies.
Sincerely,
Kelly Spivey
District Manager
Division of Coastal Management
Washington Regional Office
Enclosure
Cc: Greg Bodnar - Assistant Major Permit Coordinator
Quible & Associates RC Warren Eadus PO Box 870 Kitty Hawk NC 27949
WARO
Nonh Carolina Department or Environmental Quality I DMslon of Coastal Management
Washington Office 1943 Washington Square Mall I Washington. North Carolina 278991 252946.6481
wlmington Office 1127 Cardinal Drive Eatenslon I Wilmington North Carolina 284051910,796.7215
Morehead City Ofke 1400 Commence Avenue I Mnrehead City. North drollna 285571 252,809..2808
RECEIVED
JUL 0 6 2020
DCM-MIND CITY

I IOTI("],?A
N 00
CAMA PERMIT
APPLIED FOR
COMMENTS ACCEPTED THROUGH uis4a oaa
APPLICANT
i •may
r►
•
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW-
�11 SOIVtL �'<tr;r{- funnnn
i s
Div;a�nn o�-�x�nQ-l-nl Mnr,n R�
NA.0oll
(a5a) a LrT - 3Z51
U

—This is a word processing form to be completed in Microsoft Word —
NC Division of Coastal Management
Major Permit Application Computer Sheet
(1110112012)
gu,y �Pt vet
Date of initial application submittal (EX: 1/82007): S v 20 u]
Date application received as compiele" in the Field office (EX: 11V2007): 4. /9 20 m 0
Pemdt Authorization: CAMA Dredge & FNI Bath
PNA: ❑Yes o
Photos Taken: Yesg Non —Setback
Required (riparian): Yes o
Critical Habitat: Yes ONqVNot Sure
15 foot waiver obtained: Yes ONo
Hazard Notification Returned.
[]Yes No
SAV: Yes No El Not Sure
Shell Bottom: Yes No Not Sure
Temporary Impacts: 0 Yes o
Sandbags: Yes No El Not Sure
Did the land use classification come from
county LUP yes ❑No
Mitigation Required (optional):
❑Yes 1$No
Moratorium Conditions[1Y&,sVftA
❑NA
Environmental Assessment Done:
[]Yes ❑No A
— OPTIONAL (choose MAX of 4)
LJ Future Water Supply (FWS) Nutrient Sensitive Waters (NSW) Swamp Waters (SW)
H4h Quality Waters (HQW) ❑Outstanding Resource Waters (ORW)
(404) Corp. of Engineers (Jurisdictional
(LS) Sea lavender ftimontum sp.)
El (SS) Glasswed (Solicomia sp.)
wetlands)
13 (CJ) Saw grass (Cladium)ameicense)
Ll (SA) SaN marsh coidgrass (Spartina
❑ (Sr Sell reed grass (Spartkta
a/femiflora)
cynosumides)
(DS) Sell or spike grass (Distichlis
0 (SC) Bulhush or three square (Scirpus
0 (TY) Cattail (Typha sp.)
spicats)
SO
❑ (JR) Black needlerush (Juncus
(SP) SaWmeadow, grass (Spar -Una
roemedenus)
patens)
❑ No fee required - $0.00
❑ III(A) Private w/D&F up to 1 acre; 3490
III(D) Priv. public orcomm w/D&F to 1
can be applied - $250
acre; 3490 can? be applied - $400
Minor Modification to a CAMA Major
❑ Major Modification to a CAMA Major
IV Any development involving D&F of
permit - $100
permit - $250
re than 1 acre - $475
Permit Transfer- $100
0 III(B) Public or commercial w/D&F to 1
0 Express Permit - $2000
acre; 3490 can be applied - $400
Major development extension request -
0 11. Public or commemiaUno dredge
$100
and/or fill - $400
❑ 1. Private no dredge andror All - $250
El III(C) Priv. public or Comm w rD&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
RECEIVE
JUL 0 6 2020
DCM-MHD CITY

I
Applicant `' gTa rj :FAe~` 5
Date; %pia 12--o ZCl
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE REPLACE
Number Choose Choose Dimension I
One One
Dimension 2 Dimension 3 Dimension 4
GGac3 Gwr.
NewW
Maint❑
Replace
❑Y PkN
r
/1 GGS
�
New Work
Maint ❑
Replace
❑ Y PIN
r
Gl1ANrJsrZ
r
Work
Melnt ❑
Replace
❑ Y [p N
g7 S
r
Now Kbrkw
Replace
/
hNa GHM'-�
I
Maint ❑
❑ Y j,j N
1 OT cf
i .O
(..O
1 P
New Work ®
Maint ❑
Replace
❑ Y Aa N
y
zftmia
Y—
New Work
Maint ❑
Replace
❑ Y X1 N
3 a
•S'�.r{•
New Work'4
Maint ❑
Replace
❑ Y J'N
10
N
t
New Work 1W
Maint❑
Replace
❑Y N
9,5—
Z.r)
tom.
New Work 10
Maint ❑
Repace
❑ YA N
?jOGJ
17 r�
1
/
New Work
Maint ❑
Replace
❑ Y (� N
3 p
2 D
t y
New Work Iff
Maint ❑
Replace
❑ Y N
7-D
3
T/
5 Pb i L
New Work 17
Maint ❑
Replace
❑ Y N
7
Za t7
. g4 !MAT -A
New Work
Maint ❑
Replace
❑ Y DLN
Z-r2Sv
2�
?
Z D
l y V-
6
9�
1
New Work W
Maint ❑
Replace
❑YJ2N
32G7
t6p
l0
New Work LV
Replace
D Cl
♦ o r
Maint ❑
❑ Y N
New work12F
Repl
16d
L p.r
Maim ❑
❑ Y
2$ J
G So
New Work 10
Maint ❑
Replace.
❑ Y Q.N
4 o
it U
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work U
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint❑
❑Y❑N
New Work 0
Replace
RECEIVE
Maint ❑
❑ Y ❑ N
JUL 0 6 2020
DCSy6'rTY

Applicant '� p_g� Y Rn/✓t
Date: 4,
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft.
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance,
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration endror
restoration or
and/or temp
restoration or
temp impact
lemp impacts)
impact amourd)
temp
emount
5$
Oredg&A Fill ❑ Both ❑ Other ❑
1
IVOF7-
-impacts)
4 ki
Diedgeg Fill ❑ Both ❑ Other ❑
'i
72.iaf
-rj G2;
5$
Dredge ❑ FJlW Both ❑ Other ❑
17, ug
2
qJ7 F
14b
Dredge FiN Both Other
�Ir77O 2
ia-
59
Dredge [I F/❑ Both ❑ OUwV
3 0OO�'2
ncb>-2
Dredge ❑ FII ❑ Both ❑ Ogren[
A re
//
Dredge ❑ HN ❑ Both ❑ Oftwja
Dredge ❑ FIN ❑ Both ❑ Other ❑
Dredge ❑ Fig ❑ Both ❑ Other ❑
Dredge ❑ FIN ❑ " ❑ other ❑
Dredge ❑ FAN ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ F10 ❑ BM ❑ Other ❑
Dredge ❑ FM ❑ BM ❑ Other ❑
Dredge ❑ FM ❑ Both ❑ Other ❑
RECEIVED
JUL 0 6 2020
DCM-MHD CITY

Quible
Quible & Associates, P.C.
ENGINEERNG • ENVRONNENT& SCIENCES • PI NNING • SURVEYING
SINCE 1959
June 16, 2020
Mr. Kelly Spivey
NC Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
RE: CAMA Major Permit — Updates
Arlington Place Marina
Mr. Spivey:
P.O. Dmwei 870
MY Hawk NC 27949
Ph9 : 252491-8147
Fw:252-491-11W
web: µAble.ca
Please find attached an updated application and associated materials for the Arlington Place Subdivision
in Minnesott Beach, Pamlico County North Carolina. These updates are based on our onsite field meeting
on June 121h, 2020. Included in this package are:
Project Narrative
Updated MP-1, MP-2, and MP-3
Updated CAMA Major Permit Plans and Details (Sheets 1-3)
Certified Mail Green Card
Please review the attached information and do not hesitate to contact the undersigned if you have any
questions or need any additional information.
Sincerely,
W
s,P.C.
P.G.
President
RECEIVED
JUN l 9 70?0
J)CA&VVARO RECEIVED
JUL 0 6 2020
CCM-MHD CITY

r
Iaaw1 9M 28 2000
015.061.00
s)ara a PMLICO
Norfh Grolna Crotty
Real Gfafa Excfixa Tax
NORTH CAROLINA
PAMLICO COUNTY
FILED in PAILICO County. NC
in 6h 29 2000 sl OCM3 PM
by. SM M. WiITFORD
REGISTER OF DEEFD6
BOOK 451 PAGE 918
WARRANTY DEED
THIS WARRANTY DEED, made and entered into this 28th day
Of September, 2005, by and between DON LEE FARMS, INC., a North
Carolina corporation, hereinafter called "grantor and BURTON
FARM DEVELOPMENT COMPANY, LLC, a North Carolina limited liability
company, c/o Boddie-Noell Enterprises, Inc. P. 0. Box 1908 Rocky
Mount, North Carolina 27802-1908, hereinafter called "grantee";
W I T N E S S E T H:
That grantor, for and in consideration of the sum of ten
dollars and other good and valuable considerations to it paid,
the receipt of which is hereby acknowledged, has bargained and
sold, and by these presents does bargain, sell and convey to the
said Burton Farm Development Company, LLC and its successors and
assigns, certain tracts or parcels of land in Number Five (5)
Township, Pamlico County, North Carolina, particularly described
as follows:
Tracts 4, 5, 6, 7, 8, 9 and 10 containing 209.87 acres,
10.51 acres, 91.64 acres, 106.85 acres, 131.01 acres,
64.36 acres and 270.43 acres, respectively, as shown on
that map prepared by Herbert J. Nobles, Jr., PLS,
entitled "SURVEYED FOR BURTON FARM DEVELOPMENT COMPANY
LLC", dated September 12, 2005, copy of which is
recorded in Plat Cabinet A, Slide 145-3, Pamlico County
Registry, and incorporated herein by reference.
Grantor reserves the right through December 31, 2007 to
thin and remove the timber from the above -described
tracts to accommodate residential development of the
said tracts. Seller shall only conduct a "residential
thinning" leaving a minimum of 25 six to eight inch DBH
or larger trees per acre. Tree limbs and tops are to
be cleared and processed with a chipper, and no timber
cutting shall be conducted without grantee's
supervision.
The warranties contained herein do not apply to the
1.05 acres as shown on Exhibit A.
.$o.Mxul �kK"e Pvcpared by HOLLO\FELL& HOLLo\C7il].
RETURNED TO Aflame)%at Lau
DATERETURNED Baplwro.Nonh Cambna 2R515
1.10-0.i
��CEIVE®
i (L 0 6 2020
�'�CrN_f1NHD CIT/
Book: 454 Page: 918 Seq: 1

BOOK 4" PAGE 919
TO HAVE AND To HOLD the aforesaid tracts or parcels of
land, together with all privileges and appurtenances thereunto
belonging, to the said Burton Farm Development Company, LLC and
its successors and assigns in fee simple forever.
And grantor, for itself, its successors and assigns,
covenants with grantee and its successors and assigns, that it is
seized of said premises in fee; that it has a perfect right to
convey the same in fee simple; that the same are free and clear
of all encumbrances whatsoever; and that it will warrant and
defend the title to the same against the lawful claims of all
persona whomsoever.
IN TESTIMONY WHEREOF, grantor has caused this instrument to
be signed in its corporate name by its President, attested by its
Secretary, and its corporate seal to be affixed, the day and year
first above written.
(/�JDON LEE FARMS, INC.
By: 7/i2,ee, /o��
Presidtl t
ATTEST:
_'secretary/
i.
C;
Ci4i Seal)
RECEIVED
JUL 0 6 2020
Pmpaaed by HOLLOWELL h HOLLOWELL DC �-
Auomey,mLaw MHD CITY
Baybom, North Caro6a 28SI5 I
Book: 454 Page: 918 Seq:2

NORTH CAROLINA
PAMLICO COUNTY
i, C�Q-lid �• IlD I to" t1j , a Notary Public
in and for said county and state, do hereby certify that
« R Taut- • L- personally appeared
before me this day, and being by me duly sworn, acknowledged that
he is _Secretary of DON LEE FARMS, INC., a North Carolina
corporation, and that by authority duly given and as the act of
corporation, the foregoing instrument was signed in its name by
its _President, sealed with its corporate seal, and attested
by himself as its Secretary.
fl—
Witness my hand and notarial seal/stamp, this the 2
day of s2�7tGf(��2C 1� 2005.
My commission
Sulam"
NORTH CAROLINA
PAMLICO COUNTY
The foregoing certificate of �-v�L[DIL.
a Notary Public in and for said county -and
stat`e, is bertified to
be correct.
Register of Deeds
By: na,...r..$4s,1. t" VY
Asst. Deputy Register of Deeds
RECEIVED
JUL 0 6 2020
Prepared by HOLLOWELL k HOLLOOIFJ.L ',)l;M-MI-113 CII ►
Attomeys at Law
axannvnr/nnca r.a Bayboro• North Carolina 28515
Book: 454 Page: 918 Seq:3

Quible
Quible & Associates, P.C.
ENGINEERING - EWRONMENIAL SCIENCES - PLANNING - SURVEYING
SINCE 19W
August 17, 2020
Mr. Gregg Bodnar
NC Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
RE: CAMA Major Permit Plan Update
Arlington Place Marina
Mr. Bodnar:
P.O. Drawer 870
10Hy Hawk NC 27949
Phone: [phone]
Fm: 252-49"146
web: qulble.c
Please find enclosed three hard copies of the amended Arlington Place Marina Plan, per the Land Use
Plan comments. Please review the attached information and do not hesitate to contact the undersigned if
you have any questions or need any additional information.
Sincerely,
Quible & Associates, P.C.
Troy Murphy
RECEIVED
'AUG 2 0 2020
DCM-MHD CITY

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
July 27th, 2020
Mr. Gregg Bodnar
NC Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
RE: CAMA Major Permit Plan Update
Arlington Place Marina
Mr. Bodnar:
P.O. Drawer 870
IOtty hawk NC 27949
Phone: [phone]
I'm 252-491-8W
web: qulble.com
Please find enclosed three hard copies of the amended Arlington Place Marina Plan, per the Land Use
Plan comments in your email dated July 28th, 2020. Please review the attached information and do not
hesitate to contact the undersigned if you have any questions or need any additional information.
Sincerely,
Quible & Associates, P.C.
Troy Murphy
FtECE►xiED
WU 0 3 2020
DCW MVAD CITY

-rye
1 p � _ _ _ MILL CREEK PHASE 11 __ -
�___�. _ NEVY WYE0.
WcDM
M/LL CREEK I
RECEIVED
AUG 1 3 2020
NIP SEECTION MHO 117
()VU741CJ
G�sc�
PBFlLOlARY
1AI'WR
8
gi
1

® a�aom�
wlva�. emnn wv. rseam
yl 11
mrvv ova
1
•��m�[���f
1
wa jl�
RAY
melma p:ao
'.
a
1��
Yeiyaiariar
^ i1i WO
`
•
4�l
a•:�.n
11; R
t`
RlI R
^
j
Yi
I
III �
i
RECrEIVED
AUG 1- 3 2020
LIP SECTION MHD
I
NEL3RIVER
PPFLMINMT IIN N TR)R
8 €
x

.ARM GRAPHIC
CROS ELT ON
__ - �. €�� ,,,��"i of __ __ a.- v tl• ..a -
an
n G...
'IiIPh� II�h41 ,,. 1611!li!li�ll!I���__
ptl � ltlutl
tltl $i atltl
RECEIVED
GRAPWC SCY,6
MP SECTION iVIHD
p„cr5�zl� �'�
mv✓
3

�`
NOTES` � U2Z Y
1. OWNER/APPLICANT: BURTON FARM DEVELOPMENT GROUP
PO BOX 1908
ROCKY MOUNT, NC 27802
2. AGENT: QUIBLE & ASSOCIATES, PC
PO DRAWER 870 \ ' /'� \ _ Di H w 'II.x,
KITTY HAWK, NC 27949 �� I '^�zFj `^n
\ ^I U O VI C vPl C
3. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY SURVEY DATA PROVIDED BY HERBERT I \ \ + ,JaRR
8 v E
J. NOBLES, JR. - SURVEYOR. PLAT ENTITLED 'SURVEY FOR BURTON FARM v t 4
DEVELOPMENT COMPANY LLC DATED 09/12/05.�
w2 3 j
4. WATER DEPTHS WERE FIELD SURVEYED ON MAY 24, 2018 BY QUIBLE & ASSOCIATES, I - ` \ \ _ z z W
P.C., USING GPS, RTK NETWORK AND SEAFLOOR SYSTEMS ECHOSOUNDER. ALL WATER /' -� �� \ I — 1 / \ / `' _y i i a
DEPTHS ARE RELATIVE TO NWL (0.8 FT NAVD88). THIS INFORMATION SHALL NOT BE
CONSIDERED A CERTIFIED SURVEY. THIS SHALL BE CONSIDERED PRELIMINARY AND FOR
CAMA PERMITTING ONLY.
LEGEND PRELIMH§§ RY
` tt' �� 1�//� _ \\ �-�-_ �/ �
ZONE 1 BUFFER IMPACTS (17.122 SF)
yFORS
, I \ \ / PERMI40'p
�ZONE 2 BUFFER IMPACTS (6,421 SF) I.,�) 7nM1T I BASIN EXCAVATIONI ZONE 2 ONLX7 �'
-.. OTAIL - 2,859
` I i
i L
ZONE 1,
GC
BASIN EXCAVATION t 1\ ' �\ \ r.._ coi
' TOTAL - 3.518 1 I 'BOAT RAMP/
O
BOAT DROP \ r', U
I �I ZONE 1 - 1,843 SF \\ \ ry : Q
ZONE 2 I ZONE 2- 1.672 SIF i V1 Y o
/ r PAVILION I \II `I a o
_ ( 1,890' a N
/ o 1 I a
ZONE 1 ', , 1 "' = 1 _ ..:_.d - Z 0
RIP RAP REVETMENT
TOTAL - 11,761 SF a
I I 1 r r CD
CD
0 c7
V
5 A/ 94
/ o p
�:k� p�nm,J�ip3
' r t I •,w' ' \ O l A S1 " / OW M1aO V16�KpKpO
(_D
Z,
z
' 'I I ^> )•tI Z4O W-p U�WO✓i
y � ,' / ,''III `\_`� -� // UJ m2 pY V•�Q��Q
c NOTE: THIS DOCUMENT IS PRELIMINARY --NOT FOR CONSTRUCTION, (/ \ / o o m In p w i 4 W w
Jr W2U-mR
' RECORDATION, SALES OR CONVEYANCES -THIS DOCUMENT IS rFOR
S DISCUSSION PURPOSES ONLYI ExIsTING DIFoRYAT1oN SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED $URV[Y, r,
n ALL INFORMATION SHOWN lDOCUMENT SUBJECT TO ANY REQUIREMENTS '
n BY ANY REGULATORY AGENCY,
EN, ENTItt OR AUTHORITY.
dQUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE i ✓ r \
OOYPLETENESS Of ANY INFORMATION IN THIS DOCUMENT AND IS NOT ONSIBLE"I I W Z \ m a
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTINO Q,Y, THE " - 'USE OF THIS INFORMATION.

RECEIVED
JUL 0 6 2020
OCM-MHD CITY

ned YI PMLIW Cwro NC
611 t6�_ Y! KHITFORD
W 010=1 M
REGISTER OF OEEOS
SITE L
1, HERBERT J. NOBLES, JR., CERTIFY THAT THIS
PLAT IS OF A SURVEY OF AN EXISTING PARCEL OF
LAND.
THIS PROPERTY 15 LOCATED WITHIN ZONE AE 8 X(BASE
FLOOD ELEVATION 8 ), M4P NUMBER 370181 6444 8 6446 J
DATED: JULY 2, 2004.
DEED REFERENCE: DEED BOOK 137 PAGE M.
ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
AEASURAENTS.
600
O
600 1200 /800
GRAPHIC SCALE - FEET
C TO
D UP MILL CREEK
TO DEEP
GULLY BRANCH
COURSE
BEARING
DISTANCE
58
N28'26'14,W
201.54'
39
Nd'02' 141E
122. 36'
60
N57-MIJOIE
137.68'
6/
N36.58'Gale
49.03'
62
NIB•21'06"W
71.$16'
63
N13.20'341E
50.19, v
64
N63•29'37'E
67.46, -
83
N46-46'05'E
$2. 83'
66
N16.201151W
59.34'
�+
67
BB
N69.05'd'W
N12•P6146-W
79.61'
36.49'
69
N22'49'57-E
110.19' a
TO
N47•51'34-E
139. GO, 90
71
All 1.49' 14-£
60. I2'
n
NO2•06'S5"W
Arm. 66'
73
N21'04' ll'W
69.84'
74
N64•04' 19,E
30. 37'
r5
N35•06'57"E
45.47,
76
1133.24'13-W
65.53,
77
N53•I7'OYE
51. 49'
B TO
C UP MILL CREEK
COURSE
BEAR INC
DISTANCE
44
N25•32'49'E
$2. P4'
45
N19.57' 14-E
40.74'
46
NIS•26'22,E
$3.57,
4T
N19-41'49-W
60.20'
49
N43'30'31'W
38.49'
49
N31'46'48-E
90.24'
50
N5I'29' d'E
210. 63'
51
N37-09'371E
170. of
52
N5/•55138'E
99.51'
53
N63.06116"E
M. 60,
54
N71-ll'28'E
137.01'
58
M3•26'48-E
155.09'
56
N09.23'28'E
121. 27'
57
NJO•00'4J'W
34.17'
A TO
B UP MILL
CREEK
CORSE
BEARING
DISTANCE
2
3
4
5
6
7
8
9
IO
ll
IP
l3
II
li
l6
I7
IB
19
PO
PI
22
23
24
26
26
27
28
29
30
31
32
33
34
36
36
37
38
39
10
II
A.-
0
TRACT I - 21.50 ACRES
TRACT 2 - 3.56 ACRES
TRACT 3 - 9.98 ACRES
TRACT 4 •209. 87 ACRES
TRACT 5 - I0.81 ACRES
TRACT 6 - 91.64 ACRES
TRACT 7 -100.85 ACRES
TRACT 8 -131. 0/ ACRES
TRACT 9 - 64.36 ACRES
TRACTIO-270.43 ACRES
FROM D TO
E UP DEEP GULLY BRANCH
COURSE BEARING DISTANCE
COURSE BEARING DISTANCE
79
N34'20'UI'E
45.74'
134 N40'02'2O'E 40. W'
79
N71'21' 17'E
27.53'
135 1109-SP311E 130. 90'
80
541•33'2/'E
46.27'
135 N57'27'09'E 54. d'
BI
584.39'09'E
359. 87.
13? N26'l3'I7'E 33.99,
92
SOB 42,121E
175.53'
138 N55•37'35•E 89.24,
83
S2I'40'W'E
25.38'
139 SB6'54'J9'E 19.20'
84
S82.20'40'E
89. 76'
140 N81•d'09'E Id."1
S6
SMOI'09'E
30.08'
141 NB5•06'57'E 74.90'
86
540•57'49'E
72. 16'
142 N74.W'07'£ 68. o9'
87
N86•YO'3J"E
127./3'
143 N47-36134,E 122. 31'
88
N67•06'2f'E
47.05'
144 NO'10'47'E 81. 44'
89
S75. 19'14'E
Pr. 87'
145 352.23157,E 178.36'
90
NBO-51'56'E
33.68'
146 S74•3647'E 383.89'
91
N5l•39'P7•E
32.91,
147 NSO-11'19-E 210.45'
92
NO9'18140'W
31.66,
148 NM-36'201E I51. 33'
93
N66.32'68'E
53. 75'
94
REV. 06'23'E
42.56,
95
MIE6'32'E
60.44'
96
S30.39'P2'E
37.53'
97
AIDS 12'07'1
144. 86'
1, HERBERT J. NOBLES, JR., CERTIFY
98
N60-4V ll'E
47. IS'
THAT THIS PLAT WAS DRAW4/ BY AE
99
N16.31' I3'E
35. 47'
FROM AN ACTUAL SURVEY MADE BY
loo
101
570.55142,E
522-40'54'E
43. 94'
51'
BEING A PARCEL OF LAND DESCRIBE
102
83'E
74.
IN DEED BOOK /37 PACE 293 AND
103
S54-41N73-58'
664.4/'23'E
39. "1
39.
OTHER REFERENCES SHOWN AND
10/
N64.59'59'E
JO. 30'
RECORDED IN THE PARE/CO COUNTY
103
527•06' l8'E
61'
19. 6I'
REGISTER OF DEEDS.
Id
N61. 19'i I'E
36. 39'
THIS MAP WAS PREPARED IN
107
Id
N29' 19' d'W
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43. I7
84'
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SURVEYED FOR
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BAYBORO,
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'O2'o9'W 211-W CERTIFICATE OF THE REVIE9
!'09'W 51. 12' OFFICER.-
I%V119,, rAl<r n ll REVIEW
OFFICER OF PAM.ICO CWNTY.CERTI
THAT THE 41AP TO WHICH THIS
CERTIFICATION IS AFFIXED AEETS
ALL THE STATUTORY REOIIREAENTS
FOR RECORDING. 3 �%
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