20061761 Ver 3_CAMA Application_20090323

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NCDEN,?,,??
North Carolina Department of Environment and Natural Res rc s
Division of Coastal Management ` X000
Beverly Eaves Perdue James H. Gregson Freeman
Governor Director ,,?,??cre?tary
March 20, 2009
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
1) Lo •iILP V3
Cyndi Karoly
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Burton Farm Development Company, LLC (Mill Creek Phase 1 & 2)
The project site is located on Burton Farm Road (SR 1120, Minnesott Beach,
Pamlico County.
The applicant is proposing a series of nature trails, day docks, parking lot and
a kayak launching facility.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
04/10/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY: This agency has no objection to the project as proposed.
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.
400 W MeRve., Morehead Gity, NG 28587 5424 DATE One.
Phone: [phone] \ FAX: [phone] Internet: www. nccoastal management, net Natulrailbr
o 'arolina
An.Equal Opportunity \ Affirmative Action Employer
Major Permit Fee Schedule
Circle One
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
1. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100%($250) 0%($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
III. For development that involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if A,B, C,
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $250 100%($250) 0%($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100%($400) 0%($0)
III(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life: $400 60%($240) 40% ($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60%($240) 40%($160)
IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60%($285) 40%($190)
\A A
Check # C-1) 6-1 D'
Amount LA ou 0
Project
Named 1Z:r
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Burton Farm Development Company, LLC
2. LOCATION OF PROJECT SITE: The project is located on Neuse River off of Burton Farm Road
(SR 1120) in Minnesott Beach, Pamlico County.
Photo Index - 2006: 74-8407, grids K-1, K-2, K-3, K-4; 2000: 74-886, grids M-1, M-2, M-3.
State Plane Coordinates - X: 459320.57 Y: 2644016.73 Rover #: M110813A
Longitude: 34 59 34.43 Latitude: 76 50 58.09
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/8/07, 9/22/08
Was Applicant Present - Yes, No
5. PROCESSING PROCEDURE: Application Received - cc: 3/19/09
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Pamlico County
Land Classification From LUP -Rural with Services/Conservation
(B) AEC(s) Involved: ES, CW, PTA, EW
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - None
Planned - Septic systems installed by future lot owners
(F) Type of Development: Existing -408 vacant lots with infrastructure, Outfitter Center,
Clubhouse, and Guardhouse
Planned - Canoe launch, parking lot, day dock, and nature trails
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7
HABITAT DESCRIPTION:
DRFDGFD FiLLFD SHADED
(A) Coastal Wetlands 1,988 fe
(B) Section 404 Wetlands 9,082 fe
(C) High Ground 52,399 ft2
(D) Open Water 3,216 ft2
374 fe
(D) Total Area Disturbed: 67,059 fe
(E) Primary Nursery Area: No
(F) Water Classification: SB, SC Open: No
8
PROJECT SUMMARY: The applicant is proposing a series of nature trails, day docks, parking
lot, and a kayak launching facility.
Field Investigation Report:
Burton Farm Development Company, LLC
Page 2 of 4
---------------------------
9. Narrative Description:
This proposal is a modification to State Permit #28-08. It was issued on April 4, 2008 for
the construction of 1,825' of shoreline stabilization. State Permit #28-08 is set to expire on
December 31, 2011.
The property is a 362-acre parcel located off of Burton Farm Road near Minnesott
Beach, Pamlico County. Burton Farm Development Company, LLC, wishes to construct
a kayak launching facility, day docks, a parking lot, and nature trails, and is applying
for a permit to do so.
The property is known as the Mill Creek subdivision and is on the Neuse River and Mill
Creek tributary. It follows the eastern shoreline of Mill Creek out to the mouth and on
around along the Neuse River. There is 4,625' of shoreline on this property. The
current vegetation on the tract mainly consists of upland grasses, pine trees, and a fringe
of coastal wetlands. None of the project area has submerged aquatic vegetation. The
elevation of the tract is + 16' nwl. Existing man-made features on the property include
infrastructure needed to support the 144-lot subdivision.
The Pamlico County Land Use Plan classifies the project area as Rural with Services,
with CAMA AEC's classified as Conservation. These waters of Neuse River and Mill
Creek are not designated as Primary Nursery Area and are closed to shellfish harvesting.
These waters carry a water quality classification of SB and SC, respectively. The bottom
substrate is firm without shell.
10. Proposed Development:
The request is for the new construction of recreational amenities in the form of a series of
nature trails, boardwalks, a parking lot, and two docks for the new Mill Creek
subdivision. The nature trails consist of gravel walkways and wooden decking. The two
docks are mainly for kayak launching and staging for community use. The waterfront
shoreline will be common area for the subdivision, to be owned by the future home
owners association.
The main kayak launching facility will be located in the northwest section of the
subdivision on the Mill Creek tributary, between Lot #62A and Lot #62B. The wooden
pier access will be 6' wide and 87' long to connect the platform to the upland community
"Outfitter Center." The 12' wide and 57' long platform will be half over coastal marsh
and half waterward of nwl along 120' of shoreline. It is about -4.0' nwl deep at this
location.
The second canoe launching dock will be located between Lot 238 & Lot 236, more than
2,000' southeast of the "Outfitter Center" on the Mill Creek tributary. The wooden pier
access will be 6' wide and 118' long to connect the platform to an upland nature trail.
Brad Connell March 19, 2009 Morehead City
Field Investigation Report:
Burton Farm Development Company, LLC
Page 3 of 4
---------------------------
The "T" platform at the waterward terminus of the pier will be 8' by 20' with an
adjacent 3' by 8' drop-down finger pier along 210' of shoreline. It is about -3.0' nwl deep
at this location.
The gravel nature trail connecting Willow Cove Lane to Palm Court will have an
elevated, wooden pedestrian bridge over coastal and Section 404 wetlands. This
footbridge will be 6' wide and 375' long. This walkway will have a minimum elevation of
3' above the coastal wetland substrate.
The gravel nature trail at W. Burton Farm Drive in between Lot 317 & 318 will have an
elevated, wooden pedestrian bridge over Section 404 Wetlands and a "blue line stream."
This footbridge will be 6' wide and 116' long.
The gravel nature trail next to Lot 263 & Lot 264 off of W. Burton Farm Drive will have
an elevated, wooden footbridge over Section 404 Wetlands and a "blue line stream."
This pedestrian bridge will be 6' wide and 219' long. Along this same trail, will be
another wooden footbridge crossing Section 404 wetlands. This bridge adjacent to Lot
259 will be 6' wide and 38' long.
The gravelwalkway at the end of W. Burton Farm Drive adjacent to Lot 304, will lead
down to a wooden walkway. This 6' by 113' pedestrian boardwalk will access a set of
stairs in the corner of a permitted bulkhead. A similar access off of S. Brightleaf Drive
next to Lot 381 will lead down to a 6' by 200' boardwalk to connect to another bulkhead
stair access.
The gravel nature trails from the "Guardhouse" to the "Clubhouse" have a series of
seven wooden pedestrian bridges traversing through Section 404 Wetlands: 6' by 45', 6'
by 241, 6' by 51', 6' by 110', 6' by 511, 6' by 90', and 6' by 111. Then the gravel trail
from the "Clubhouse" to Mill Creek will have a series of five wooden, elevated
footbridges over Section 404 wetlands: 6' by 184', 6' by 751, 6' by 92', 6' by 77', and 6'
by 110' .
At the southern end of this "Guardhouse" to "Clubhouse" nature trail, there will be an
asphalt parking lot adjacent to Burton Farm Road. The proposed parking lot will be
approximately 8,263 square feet on high ground. It will support eighteen parking spaces.
Connecting to Sprigtail Court, the applicant wishes to construct a pier and viewing
platform through Section 404 Wetlands. The proposed pier will be 6' wide and 155'
long. The platform at the terminus of the pier will be 6' wide and 10' long.
Brad Connell March 19, 2009 Morehead City
Field Investigation Report:
Burton Farm Development Company, LLC
Page 4 of 4
---------------------------
11. Anticipated Impacts:
As proposed, the project is for community use to serve the Mill Creek (Phase II)
subdivision. The piers will shade 1,988 fe of coastal wetlands and 9,082 fe of Section 404
Wetlands. It will result in the usurpation of 3,216 fe of Public Trust Waters. The nature
trails and parking lot will impact 52,399 fe of high ground.
Brad Connell March 19, 2009 Morehead City
A NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
MEMORANDUM
DATE: March 18, 2009
TO: Doug Huggett
THRU: Tere Barrett
FROM: Brad Connell
SUBJECT: Comments and Recommendations - CAMA Major Permit - Mill Creek S/D Phase
II, Pamlico County
The following is my assessment and consequent recommendations of the above referenced
proposal: This proposal involves the filling of 44,136 square feet of high ground. This proposal
will shade 1, 988 square feet of coastal wetlands and 9,082 square feet of Section 404 Wetlands.
It will usurp 3, 216 square feet of Public Trust Waters. The waters of Mill Creek are closed to
shellfish harvest. This waterbody is not a Primary Nursery Area. This proposal will not pose a
hazard to navigation. This proposal is in accordance with 15A NCAC 07H.0208(b)(6) and 15A
NCAC 07H .0209. Assuming that state and federal agencies concur with the proposal, I
recommend the project be authorized as proposed, contingent upon the following conditions:
1) This permit authorizes only the docks, piers, 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, may become a permanent part of this
docking facility without permit modification. No non-water dependent uses of structures
may be conducted on, in or over public trust waters without permit modification. The
kayak storage rack is non-water dependent usage and therefore must be located entirely
on high ground.
2) The pier and associated structures shall have a minimum setback distance of 15 feet
between any parts of the structure and the adjacent riparian access corridors, which is
determined by drawing a line parallel to the channel, then drawing a line perpendicular to
the channel line that intersects with the shore at the point where the upland property line
meets the water's edge.
3) Any development or land disturbing activity that is considered non-water dependent is
not authorized within 50 feet of the normal water level unless specifically exempted by
Environmental Management Commission (EMC) Neuse River buffer regulations in
place at the time of such development.
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
Mill Creek S/D, Phase II
March 19, 2009
Page 2
4) The authorized structures and associated activity must not cause an unacceptable
interference with navigation.
5) Any portion of the permitted access pier and docking facilities built over coastal wetlands
must not exceed six feet in width and must be elevated a minimum of three feet over the
wetland substrate as measured from the bottom of the decking.
6) 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.
7) The permittee will maintain the authorized work in good condition and in conformance
with the terms and conditions of this permit. The permittee is not relieved of this
requirement if he abandons the permitted activity without having it transferred to a third
party.
8) Any mitigative measures or environmental commitments specifically made by the
applicant in the Environmental Assessment for this project should be implemented,
regardless of whether or not such commitments are addressed by individual conditions of
this permit.
9) In order to protect water quality, runoff from the construction must not visibly increase
the amount of suspended sediments in adjacent waters.
10) The permitted activity will be conducted in such a manner as to prevent a significant
increase in turbidity outside of the area of construction or construction-related discharge.
Increases such that the turbidity in the waterbody is 25 NTU's or less in all saltwater
classes are not considered significant.
11) A ground cover sufficient to restrain erosion shall be provided within the shorter of 15
working or 30 calendar days of completion of any phase of grading on cut or filled
slopes.
12) Appropriate sedimentation and erosion control devices, measures or structures must be
implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses
and property (e.g. silt fence, diversion swales or berms, sand fence, etc.).
13) Any development or land disturbing activity that is considered non-water dependent is
not authorized within 50 feet of the normal water level unless specifically exempted by
Coastal Resource Commission (CRC) regulations in place at the time of such
development.
NOTE: The building code or flood damage prevention ordinance may impose additional
more restrictive requirements than the Division's standards for development in
areas of environmental concern (AECs).
Mill Creek S/D, Phase II
March 19, 2009
Page 3
NOTE: If the permittee discovers any previously unknown historic or archaeological
remains while accomplishing the authorized work, he will immediately notify the
District Engineer, Wilmington Branch, U.S. Army Corps of Engineers at (910)
251-4511, who will initiate the required State and Federal coordination.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or
local permits, approvals or authorizations that may be required.
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 non-water dependent activities are not authorized
within 30 feet of the normal high water level.
NOTE: This permit does not convey any rights, either in real estate or material.
NOTE: Should either adjacent property be sold prior to the initiation of construction, the
permittee shall be required to obtain a signed riparian corridor waiver from the
new property owner prior to the placement of any structures within the 15 foot
riparian corridor.
CC: Tere Barrett, DCM
Ted Tyndall, DCM
Burton Farm Development Company, LLC
Mill Creek Phase I and Phase II
CAMA Major Modification Permit Application
REVISION- December 31, 2008
PROJECT DESCRIPTION
?r

Site Location
The site is an approximately 362.24 acre parcel located along the Neuse River accessed via Burton Farm
Road (NCSR 1120) and roughly centered around latitude 34.9881863°N and longitude 76.8467657°W.
The site is part of the larger Burton Farm Development, LLC property which has been subdivided into
two separate projects; Mill Creek Phases I and 11 and Arlington Place.
Existing Development
Mill Creek Phase I and Phase II is an existing 408 lot subdivision owned by Burton Farm Development,
LLC. The development is a low density subdivision (issued low density stormwater permits
#SW7070602 and SW7070210MOD-included in previous permit applications) with on site waste water
serving each lot and potable water provided by Pamlico County. In addition to the existing lots and
utilities, the subdivision has an Outfitters Center, Clubhouse and Guardhouse. The Outfitters Center is
an open air gathering place that offers an area for the community to assemble. The clubhouse offers
recreational facilities for members of the community and the Guardhouse is part of the gated community
entrance. All of the utilities and associated infrastructure associated with the subdivision have been
completed with the exception of a parking lot adjacent to the Guardhouse and electric service to lots
along the south end of W. Burton Farm Drive. The enclosed site plans show the existing subdivision.
Please note, 233 if of existing gravel trails were constructed prior to this modification request. The
existing gravel trail is located at the north end of the proposed Willow to Palm Trail and was surveyed by
Mr. Josh Nobles, PLS. The surveyed location of the gravel trail is shown on the attached site plans.
Issued Permits and Permitting History
Permits required and secured for the current subdivision include site specific NC DWQ Low Density
Stormwater Permits (SW7070602-Phase II and SW7070210MOD-Phase I), Soil Erosion and
Sedimentation Control Permits (Pamli-2007-002 Mill Creek Phase I and Pamli-2007-022 Mill Creek
Phase II), wastewater evaluations and approvals (on file at the Pamlico County Health Department) and a
CAMA Major Permit #28-08 issued on April 4, 2008 for the construction of 1,825 linear feet of
bulkhead.
In 2006, the initial project scope (Arlington Shores) included the present Mill Creek Phase I, Mill Creek
Phase 11 and proposed Arlington Place subdivisions. A North Carolina State Environmental Policy Act
Environmental Assessment (NC SEPA EA) was prepared at that time for all three phases of the project.
Representatives of Burton Farm Development, LLC and the Division of Coastal Management agreed to
separate the project into two parts; Mill Creek (Phases I and 11) and Arlington Place. This project
separation allowed the Arlington Place development to continue in the NC SEPA EA process concurrent
with the development of Mill Creek. As of the date of this permit application revision, a NC SEPA
FONSI for the proposed Arlington Place Development has been issued.
A wetlands delineation map of the property is currently being finished for the site. The United States
Army Corps of Engineers (USACE) has been asked to review an area of the site for final plat submission
and Jurisdictional Determination (JD). The USACE requested that one overall plat be prepared for both
Mill Creek and Arlington Place. The wetlands line shown on the attached site pla.forMill Creek have
been agreed to in the field and preliminarily on paper. Please note, the wetlands line on ttie attached.?ite. i
plans will not change as part of the planned USACE review of the site. The Coastal Wetlands line was
delineated (with DCM revisions in September of 2008), surveyed and shown on the enclosed site plans.
A blue line stream location plat was submitted to NC DWQ on November 25, 2008 for approval. The
blue line stream locations were agreed to in the field by DWQ staff and Land Management Group during
an on site meeting.
Archaeological Findings and Requirements
In an archaeological report prepared by Environmental Services, Inc. dated April 2006, nine
archaeological sites were identified on the Mill Creek and Arlington Place properties. The 2006
archaeological study reported a total of seven recorded sites (31PM51/51** through 3IPM54/54 and
31PM56-31PM58) and two previously recorded sites (31PM13 and 31PM15/15). The general locations
of the sites are shown on the attached site plan. Please note, only one site QIPM 52/52**) was
recommended for additional testing by Environmental Services Inc.
A condition of CAMA Permit #28-08 (Issued to Burton Farm Development for shoreline stabilization
along the Neuse River) was the testing of site 31 PM52/52** to determine eligibility for inclusion on the
National Register of Historic Places (NHRP). This condition was requested by the North Carolina
Department of Cultural Resources State Historic Preservation Office (SHPO) in a Memorandum to Mr.
Doug Huggett on January 25, 2008. A CAMA Major Permit was issued on April 4, 2008 with a
condition that... "prior to initiation of any ground disturbing activities within the project area, the
permittee shall arrange for an archaeological assessment of site 3 1 PM52/52* * * * in terms of the NHRP".
Burton Farm Development, LLC contracted the services of Environmental Services, Inc. and the
assessment was completed in April of 2008. The assessment concluded that site 31PM52/52** be listed
as eligible for inclusion in the NHRP. Copies of the April 2006 and April 2008 Archaeological
Assessments conducted by Environmental Services Inc. (ESI) were included in the September 2008
CAMA Major Permit Modification application.
In response to a review of ESI's April 2008 Report entitled Archaeological Testing of Site
31PM52152**** SHPO issued a letter correspondence (dated April 28, 2008) recommending Site
31PM52/52**** for inclusion on the NHRP. The letter correspondence further requests that Burton
Farm Development, LLC implement a mitigation plan for site 3 1 PM52/52* * * * prior to construction of
the conditionally permitted bulkhead along the Neuse River. A mitigation plan was presented to SHPO
by ESI on behalf of Burton Farm Development, LLC. The mitigation plan was reviewed and approved
by the Assistant State Archaeologist, Mr. Lea Abbott. Burton Farm Development, LLC has verbally
agreed to perform the mitigation of site 31PM52/52**** and has ceased all development activities within
an area of 31PM52/52**** agreed to by Lea Abbott in a meeting on April 21, 2008. The location of
31PM52/52**** is shown on the attached overall site plans. Remaining development activities within
site 31PM52/52**** include the installation of underground electric lines and the construction of the
conditionally permitted bulkhead shoreline stabilization.
Proposed Work
The applicants propose to construct a walkway from the Outfitter Center (shown on the attached site
plans) leading to a platform and canoe/kayak launch in Mill Creek. In addition, the applicants propose to
construct an additional walkway leading from Sawgrass Court to Mill Creek (shown on the attached site
plans) with a day dock (including a finger pier) and platform for benches and passive recreation. The
applicants also propose to construct a system of walkways and bridges that cross Section 404 wetlands
2
and areas within Zone I and Zone II of the Neuse River Buffer as shown on the attached site plans. For
the purposes of this permit, all walkways that cross Section 404 wetlands will b 4 oodert and elevated a
minimum of three feet above the substrate. All trails outside of the Zone I and Zone 11 Buffers and°thaf
do not cross any wetlands will be constructed with gravel composed of granite fines. The expected linear
footage of proposed gravel paths is 6,895 if (currently 233 if of existing gravel). Wooden walkways
within buffers and not over wetlands will not be elevated. The total linear footage of wooden walkways
sited within the DWQ and DCM buffers requiring CAMA permitting is approximately 2,203 linear feet.
All trails and walkways are proposed to be constructed six feet wide.
For clarity, the proposed development activities are separated by location throughout the project and
outlined in detail below:
Outfitter Center Walkway and Kayak Launch-Revised December 11, 2008
The applicants propose to construct an elevated wooden walkway (6' by 97') leading to a 57' by 12'
walkway/kayak platform installed parallel to the shoreline of Mill Creek. The walkway/kayak platform
will be constructed so that 6 feet will extend over wetlands (342 sf) and 6 feet will extend over public
trust (342 sf) which includes a two feet wide lowered kayak loading pier (see details). The purpose of
the Outfitter Center is to provide a direct community access to Mill Creek for kayaks and canoes.
Sawgrass Court Day-Dock and Walkway (Trail 1C)
The applicants propose to construct an elevated 6 feet wide by 118 linear feet wooden walkway from the
community access on Sawgrass Court leading down to an 8 feet by 20 feet platform and day dock with
benches to provide access to Mill Creek. There will be a side to finger pier constructed along the dock
measuring eight feet by three feet. The finger pier will be lowered to approximately eight inches above
normal water to provide safe entry and exit for boaters. A set of stairs will connect the finger pier to the
platform above. The proposed platform will extend out over Mill Creek six feet from normal water level
and two feet will extend parallel to the shore over the shoreline/wetlands. The platform will be
constructed a minimum of three feet above the substrate and normal water level. The purpose of the
access and platform is to provide recreational access to Mill Creek with one day slip. There will be no
permanent or overnight mooring allowed at the dock. The footprint of the structures are shown on the
attached site plan.
Walkways and Bridges
In addition to water dependent structures, the applicants propose to install a system of trails and
walkways throughout the project to provide pedestrian access connections to the development, the Neuse
River and Mill Creek. Walkway connections will involve crossings over Section 404 USAGE, Coastal
Wetlands and blue line streams. Any walkway over Section 404 USACE and Coastal Wetlands will be
elevated a minimum of three feet over the existing substrate. Trails that are not within wetlands or any of
the buffers will be constructed using gravel fines. The linear footage of gravel walkways in uplands and
areas not designated as buffers is approximately 7,128 If. The applicants propose to construct 2,203
linear feet of wooden walkways. Currently there are 233 if of existing 6 ft wide gravel trails. The
existing trail is shown on the attached site plans and detail sheets.
Walkway from Willow to Palm (Trail 1A)
A wetland crossing is proposed to connect approximately 516 if gravel walking trails (233 if existing and
283 proposed) from Willow Cove Lane to Palm Court. The proposed wooden walkway is 6 feet wide by
approximately 375 if (Approximately 325 feet will be constructed over Section 404 wetlands and Zone I
and H Buffers and approximately 15 feet will be constructed over a blue line stream). Walkways will be
3
elevated a minimum of three feet over all wetlands and five feet above normal water level where it
crosses the blue line stream.
Walkway from W. Burton Farm to S. Brightleaf (Trail 1B)
The applicants propose to construct a six feet wide trail from W. Burton Farm Drive to S. Brightleaf
Drive. The proposed walkway will be constructed of 270 linear feet of gravel fines leading to a 219 if
elevated wooden walkway that will cross an unnamed tributary of the Neuse River that has been
designated a "blue line stream". The walkway will transition back to gravel fines for an additional 3001f
leading to S. Brightleaf Drive.
Walkway from S. Brightleaf to W. Burton Farm (Trail 1B)
Trail 1B continues on the south side of S. Brightleaf Drive and re-connects with W. Burton Farm Drive.
The proposed walkway begins with 203 if of gravel fines leading to a 381f elevated six feet wide wooden
walkway that crosses USACE Jurisdictional wetlands. The walkway transitions to a 6501f six feet wide
gravel fines trail that leads back to W. Burton Farm Drive.
Sawgrass Court Day-Dock and Walkway (Trail 1C) See above.
Walkway from W. Burton Farm to Neuse River (Trail 1D)
A community access to the Neuse River is proposed to be constructed at the W. Burton Farm community
access and common area. The applicants propose to construct a 224 if by six feet wide gravel fines path
that will transition to a 113 if by six feet wide wooden walkway as the path intersects the Zone II buffer.
The wooden walkway will be constructed at or near the ground surface and will lead to permitted stairs
and bulkhead to provide direct community pedestrian access to the Neuse River.
Walkway from S. Brightleaf to Neuse River (Trail 1E)
A community access to the Neuse River is proposed to be constructed at the S. Brightleaf Drive
community access and common area. The applicants propose to construct a 130 linear feet by six feet
wide gravel fines path that will transition to a 210 linear feet by six feet wide wooden walkway as the
path intersects the Zone H buffer. The wooden walkway will be constructed at or near the ground surface
and will lead to permitted stairs and bulkhead to provide direct community pedestrian access to the
Neuse River.
Walkway from Guardhouse to Clubhouse (Future Trail 1)
The applicants propose to create a 2,417 if trail running from the parking lot across the street from the
Guard House to the Club House. In uplands, the trail will be constructed out of 2,035 if of gravel fines,
all 3821f of wetlands crossings will be constructed out of slotted wood elevated a minimum of three feet
above the existing substrate.
Walkway from Mill Creek to Clubhouse (Future Trail 2)
The applicants propose to create a 1,6361f trail that connects Future Trail 1 to Mill Creek Drive at the
north end of the development. In uplands, the trail will be constructed out of 1,208 if of gravel fines, all
428 if of wetlands crossings will be constructed out of slotted wood elevated a minimum of three feet
above the existing substrate.
Sprigtail Court Walkway (Future Trail 3)
A walkway is proposed at the end of Sprigtail Court to provide a passive recreation dock overlooking an
4
unnamed tributary of the Neuse River-delineated as a blue line stream. Please note, the tributary is not
navigable. The walkway will be constructed of 179 if gravel fines leading to a 155 if elevated wooden
walkway. The elevated wooden walkway will terminate at a 60 sf (6'x 10') platform setback a minimum
of 30 feet from the unnamed tributary. The elevated walkway and platform will be constructed out of
slotted wood and elevated a minimum of three feet above the existing substrate.
Walkway from W. Burton Farm to Pintail (Future Trail 4)
The applicants propose to connect Pintail Drive with W. Burton Farm Drive with a 918 if gravel and
slotted wood walking trail. One unnamed tributary (blue line stream) and wetlands crossing is proposed
to be made with an 1161f elevated wooden walkway.
Guardhouse Asphalt Parking Lot
An 8,263 sf asphalt parking area (required by local zoning) is proposed adjacent to the existing
Guardhouse as shown on the adjacent site plans. The parking area is addressed in both the Soil Erosion
and Sedimentation Control Permits and the NC DWQ Stormwater Permits. A detail of the asphalt
section is shown on the attached details sheets included with this permit application. Please note, the
asphalt parking area is sited outside of all NC DWQ Buffers and Areas of Environmental Concern.
Stormwater Management
Division of Water Quality Stormwater Management Permits (SW7070602 and SWSW7070210MOD )
have been issued for the infrastructure and all of the lots associated with the Mill Creek Subdivision
development. A copy of the stormwater permit(s) has been included with this permit application. The
stormwater permit specifically addresses all future development associated with the residential
development. The proposed work will not require a modification of the existing permits or the
submission of a permit application.
Soil Erosion and Sedimentation Control
Division of Land Resources Erosion and Sedimentation Control Permits (Pamli-2007-002 and Pamli-
2007-022) have been issued for the development of the entire site. The proposed construction of the
gravel walkways and slotted wooden walkways will not require modification of the existing permits.
Water and Sewer
All lots associated with the development will be served by on site septic and potable water service will be
provided by Pamlico County.
j Y
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More, 1
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5
DOE MP-1
APPLICKIONror
Major Development Perm
(last revised 12/27/06)

x.
it
No
rth Carolina DIVISION" OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Burton Farm Development Company, Llc Mill Creek Phase I and Phase II
Applicant 1: First Name MI Last Name
Doug Anderson
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1908 Rocky Moun t NC
ZIP Country Phone No. FAX No.
27802 USA 252 - 937 - 2800 ext. 252 - 937 - 6009
Street Address (if different from above) City State ZIP
NA
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
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 - 261 - 3300 ext. 227 252 - 261 - 1212 ext. 227
FAX No. Contractor #
252 261 1260 NA
Street Address (if different from above) City State ZIP
8 Juniper Trail Southern Shores NC 27949-
Email
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 6)
APPLICATION for
P ' Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Pamlico Mill Creek Phase I and Phase ""'ubdivision PX Hwy 306
Subdivision Name City State Zip
Mill Creek Arapahoe NC
Phone No. Lot No.(s) (if many, attach additional page with list)
- ext. See Appendix A,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Neuse Mill Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Neuse River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Town of Minnesott Beach
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
4,625 linear feet (Neuse and Mill Creek combined) (Phase 1) 10,525,880.5 and (Phase 11) 5,253,460.5
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
See attached sheet Appendix A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 16 feet ?NHW or ®NWL
e. Vegetation on tract
Coastal wetlands fringe along shoreline dominated by S. patens and T. latifolia and numerous other shrub and herbaceous
species. Section 404 wetlands comprised of S. nigra, T. latifolia and numerous other herbaceous plants. Platted lots
outside of buffer and adjacent to shoreline are mostly maintained and opputunistic grasses. Remaining areas of site are
managed pines.
f. Man-made features and uses now on tract
Both tracts are a planned subdivision with 144 (Phase 11) and 264 (Phase 1) residential lots, a community club house and
public right of way along the shore of Mill Creek and the Neuse River. Stormwater, wastewater, water service and other
utilities; including all subdivision roads and curb and gutter are installed, with the exception of electric service to the lots on
W. Burton Farm Road that are sited within archaeology site 31 pm 52/52.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Camp Seafarer is located immediately adjacent across Mill Creek to the west of the site. The property immediately adjacent
to the east of the site(s) is the proposed Arlington Place Marina Development. Arlington Place is a proposed upland basin
marina development that is separate from this proposed development requiring this DCM CAMA Major Permit Modification
application. The properties east of Arlington Place along the Neuse are chiefly residential.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-MU (Residential Mixed Use) (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ?No ?NA
If yes, by whom? ENVIRONMENTAL SERVICES
INC.
1. Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ?No ?NA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 1-888.4RCOeaST ., wvuvs.nccoastatman.i a nent.,nat
Form DCM MP-1 (Page 3 of 6)
APPLICATION for
--Maid- Devefopment Permit
m. (i) Are there wetlands on the site?
i ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ° ®Yes ?Na
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Currently, there are no wastewater treatment facilities on either tract. The residential lots will be served by on site septic
systems. All proposed systems have received preliminary approval.
o. Describe existing drinking water supply source.
Drinking water is provided by Pamlico County.
p. Describe existing storm water management or treatment systems.
There are currently swales and ditches on site as outlined in the approved Stormwater Plan(s).
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
® Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of the proposed development activities is to provide community pedestrian access to Mill Creek and the Neuse
River and throughout the development for the residents of the Mill Creek Subdivision.
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.
All walkways, trails, elevated wooden walkways and piers and platforms will be constructed by licensed contractors using
conventional equipment such as delivery trucks, front end loaders, rubber tire hoes, graders and barges (for in water piling
installation). Contractors will use the top-down construction method whenever possible and mats will be used for any
machinery crossing wetlands during construction. All equipment will be stored on site.
252-806-2808 ., -1-888-41RCOASr .. wvrw,nccoastaimaaiaq?--mpnta et
Form DCM MP-1 (Page 4 of 6)
APPLICATION for
Major: Development Permit
d. List all development activities you propose.
Outfitter Center Walkway and Kayak Launch--The applicants proposii o construct an elevat'ed..wooden walkway (6' by 9T)
leading to a 57' by 12' walkway/kayak platform installed parallel to the shoreline of Mill Creek. The walkway and kayak
platform will be constructed so that 6 feet will extend over wetlands (342 sf) and 6 feet will extend over public trust (342 sf)
which includes a two feet wide lowered kayak loading pier (see details). The purpose of the Outfitter Center is to provide a
direct community access to Mill Creek for kayaks and canoes.
Sawgrass Court Day-Dock and Walkway (Trail 1 C)--The applicants propose to construct an elevated 6 feet wide by 118 linear
feet wooden walkway from the community access on Sawgrass Court leading down to an 8 feet by 20 feet platform and day
dock with benches to provide access to Mill Creek. There will be a side-to finger pier constructed along the dock measuring
eight feet by three feet. The finger pier will be lowered to approximately eight inches above normal water to provide safe
entry and exit for boaters. A set of stairs will connect the finger pier to the platform above. The proposed platform will
extend out over Mill Creek six feet from normal water level and two feet will extend parallel to the shore over the
shoreline/wetlands. The platform will be constructed a minimum of three feet above the substrate and normal water level.
The purpose of the access and platform is to provide recreational access to Mill Creek with one day slip for a small
recreational boat. There will be no permanent or overnight mooring allowed at the dock. The footprint of the structures are
shown on the attached site plan.
Walkways and Bridges--In addition to water dependent structures, the applicants propose to install a system of trails and
walkways throughout the project to provide pedestrian access connections to the development, the Neuse River and Mill
Creek. Walkway connections will involve crossings over Section 404 USACE, Coastal Wetlands and blue line streams. Any
walkway over Section 404 USACE and Coastal Wetlands will be elevated a minimum of three feet over the existing
substrate. Trails that are not within wetlands or any of the buffers will be constructed using gravel fines. The linear footage
of proposed gravel walkways in uplands and areas not designated as buffers is approximately 6,895 If. The applicants
propose to construct 2,203 linear feet of wooden walkways.
Walkway from Willow to Palm (Trail 1A)--A wetland crossing is proposed to connect approximately 516 If gravel walking trails
from Willow Cove Lane to Palm Court. The proposed wooden walkway is 6 feet wide by approximately 375 If (Approximately
325 feet will be constructed over Section 404 wetlands and Zone I and II Buffers). The applicants reserve the right to curve
the walkway as necessary to avoid disturbing vegetation.
Walkway from W. Burton Farm to S. Brightleaf (Trail 1 B)--The applicants propose to construct a six feet wide trail from W.
Burton Farm Drive to S. Brightleaf Drive. The proposed walkway will be constructed of 270 If of gravel fines leading to a 219
If elevated wooden walkway that will cross an unnamed tributary of the Neuse River that has been designated a "blue line
stream". The walkway will transition back to gravel fines for an additional 300 If leading to S. Brightleaf Drive.
Walkway from S. Brightleaf to W. Burton Farm (Trail 1 B)--Trail 1 B continues on the south side of S. Brightleaf Drive and re-
connects with W. Burton Farm Drive. The proposed walkway begins with 203 If of gravel fines leading to a 38 If elevated six
feet wide wooden walkway that crosses USACE Jurisdictional wetlands. The walkway transitions to a 650 If six feet wide
gravel fines trail that leads back to W. Burton Farm Drive.
Sawgrass Court Day-Dock and Walkway (Trail 1 C)-- See above.
Walkway from W. Burton Farm to Neuse River (Trail 1 D)--A community access to the Neuse River is proposed to be
constructed at the W. Burton Farm community access and common area. The applicants propose to construct a 224 If by six
feet wide gravel fines path that will transition to a 113 If by six feet wide wooden walkway as the path intersects the Zone II
buffer. The wooden walkway will be constructed at or near the ground surface and will lead to permitted stairs and bulkhead
to provide direct community access to the Neuse River.
Walkway from S. Brightleaf to Neuse River (Trail 1 E)--A community access to the Neuse River is proposed to be constructed at
the S. Brightleaf Drive community access and common area. The applicants propose to construct a 130 linear feet by six
feet wide gravel fines path that will transition to a 210 linear feet by six feet wide wooden walkway as the path intersects the
Zone II buffer. The wooden walkway will be constructed at or near the ground surface and will lead to permitted stairs and
bulkhead to provide direct community access to the Neuse River.
Walkway from Guardhouse to Clubhouse (Future Trail 1)--The applicants propose to create a 2,417 If trail running from the
parking lot across the street from the Guard House to the Club House. In uplands, the trail will be constructed out of 2,035 If
of gravel fines, all 382 If of wetlands crossings will be constructed out of slotted wood elevated a minimum of three feet
above the existing substrate.
Walkway from Mill Creek to Clubhouse (Future Trail 2)--The applicants propose to create a 1,636 If trail that connects Future
Trail 1 to Mill Creek Drive at the north end of the development. In uplands, the trail will be constructed out of 1,208 If of
gravel fines, all 428 If of wetlands crossings will be constructed out of slotted wood elevated a minimum of three feet above
the existing substrate.
Sprigtail Court Walkway (Future Trail 3)--A walkway is proposed at the end of Sprigtail Court to provide a passive recreation
platform overlooking an unnamed tributary of the Neuse River. The walkway will be constructed of 179 If of gravel fines
leading to a 155 If elevated wooden walkway. The elevated wooden walkway will terminate at a 100 sf (10' x 10') platform
setback a minimum of 30 feet from the unnamed tributary. The elevated walkway and platform will be constructed out of
slotted wood and elevated a minimum of three feet above the existing substrate.
Walkway from W. Burton Farm to Pintail (Future Trail 4)--The applicants propose to connect Pintail Drive with W. Burton
Farm Drive with a 918 If gravel and slotted wood walking trail. One unnamed tributary (blue line stream) and wetlands
crossing is proposed to be made with an 116 If elevated wooden walkway.
Construction of 8,263 sf of asphalt parking associated with the existing Guardhouse. The asphalt parking area has been
included in the approved stormwater management permit included with this permit application.
252-808-2808 ?: °1-888-4;;C AST - v-iww.nv-,coastaim-aiaagement.net
Form DCM MP-1 (Page 5 of 6)
APPLICATION for
Major Development Permit
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? -60,000 ®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
There are no proposed or existing discharges to waters of the state associated with this project

i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No?'t?INA j =?
j. Is there any mitigation proposed? ?Yes ?No ®NA
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
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Henry J. Metzger` Phone No.
Address 693 Raymond Drive Arapahoe, North Carolina 28510
Name Camp Seafarer Phone No.
Address 1601 Hillsborough Street Raleigh, 27605
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major Permit #28-08 issued April 4, 2008 NC LQS SESCP # Pamli-2007-002 and Pamli-2007-022 issued
May 28, 2008 and June 12, 2007; respectively
NC DWQ Stormwater Permit # SW7070602 and USACE Action ID#
SW7070210MOD issued June 20, 2007 and August 3, 2007;
respectively
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1{ IJ ?

252=303••2303 ., ll-a38-4RCOA T ., wjvw.ne.-Goastaimanage,m;ent.net
Form DCM MP-1 (Page 6 of 6) APPLICATION for
Major Development Permit
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowlerl?e
Date Print Name
Signature
Please indicate application attachments pertaining to your proposed project.
jft
?DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information

Form DCM MP-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. g'
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Proposed 6,895 linear feet of gravel trails, 60 sf passive
recreation platform and 8,263 sf parking lot associated with
the Guardhouse.
c. Density (give the number of residential units and the units per
acre).
Upland development consists of approximately 1 unit per
acre.
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ?No ?NA
(ii) If yes, list the date submitted: Pamli-2007-002 issued May
28, 2008 and Pamli-2007-002 issued May 28, 2008
b. Number of lots or parcels.
Proposed work requested in this CAMA Major Permit
application consists of 5 Common area lots owned by the
Homeowners Association.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
Approx. 60,000 sf
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Gravel pathways made of granite fines. Parking lot
improvements will consist of asphalt.
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.
0 percent-Estuarine shoreline AEC along Neuse River. Mill
Creek is classified as Inland Waters. Two slotted
wooden walkways proposed within 75 ft Estuarine
Shoreline AEC-No Impervious coverage proposed.
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Less than 30 percent as specified and required in the low-
denisty stormwater permit. Buildable area for each lot is
summarized on the attached tables submitted as part of
the approved stormwater permits.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ?No ?NA
(ii) If yes, list the date submitted: June 12 and July 20, 2007
INC DWO issued permits SW7070602 and
SW7070210MOD for development of subdivision and
associated infrastructure.
j. Describe proposed method of sewage disposal. k.
No sewage disposal associated with this development
activity. All residential home sites will be serviced by an
approved on-site septic system.
Have the facilities described in Item (i) received state or local
approval?
®Yes ?No ?NA
If yes, attach appropriate documentation.
252-808-28082 :: 1-888-4RCOAST ;: ?aYr?vK roa4ta3rr an m ._r s> r? of c a '12126iG6
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
No discharges to any waters of the state proposed as part
of this development.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Water will be provided by Pamlico County.
o. When was the lot(s) platted and recorded?
2006
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate docum?gtation.
n. (i) Will water be impounded? ]Yes -: No `®NA '4',J?*
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ?No ?NA
Date
? r
Project Name
Appli ant TEpe
/ee(A'
Applican ignatu
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 cor, rete 61V oth rysec
ii '
tions of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1, DOCKING FACILITY/MAR/NA CHARACTERISTICS [] This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
[]Commercial []Public/Government ®Private/Community []Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number (2) Outfitter/Sawgrass
(iii) Length 57 feet/ 20 feet
(iv) Width 12 feet (6 over Public trust waters and 6 over
coastal wetlands)/ 6 feet over Public trust waters and 2 over
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
(1) Sawgrass
8 feet
3 feet
?Yes ONo
coastal wetlands
(v) Floating ?Yes ®No
e. (i) Are Platforms included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
1-Day Slip
(ii) Number of slips existing
0
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: 15 to 17 feet
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) 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 Net slips") only, number of slips: 1 Day Slip
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
® Other, please describe:
One day slip and a kayak and canoe launch and
platform.
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
One small open runabout, kayak and canoes.
1. (i) Will the facility be open to the general public?
252.808-2808 ; 'I-$88-4RCOAST ;: vrvv°,ra.nccoastalmanagement.net revised. 12127,106
f
i
m. (i) Will the facility have tie pilings? ?Yes ENo
?Yes ®No
(ii) If yes number of tie pilings?
2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: NA; Location: No sanitary facilities are provided for the kayak and canoe launching platform or the
day dock area.
? Showers
? Boatholding tank pumpout; Give type and location: NA
b. Describe treatment type and disposal location for all sanitary wastewater.
All wastewater associated with the development will be handled via on-site waste water systems.
C. Describe the disposal of solid waste, fish offal and trash.
NA
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge of sewage allowed. There are no proposed permanent wet slips associated with this project.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
NA
(ii) Give the location and number of "Pumpout Available" signs proposed.
NA
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NA
g. Where will residue from vessel maintenance be disposed of?
No vessel maintentance allowed.
h. Give the number of channel markers and "No Wake" signs proposed. NA
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
NA
j. What will be the marina policy on overnight and live-aboard dockage?
No overnight dockage of any type allowed.
k. Describe design measures that promote boat basin flushing?
Natural river.
252-808-2808 : 1.8,38-4111COAS r rr : ccoastalma artq,#pg t net revised., 12/27,106
I. If this project is an expansion of an existing marina, what types of services are currently provided?
There are currently no oppurtunities for community access to Mill Creek or the Neuse River from the project area. The
proposed project will offer direct access to both Mill Creek and the Neuse River for canoes and kayaks.
m. Is the marina/docking facility proposed within a primary or secondary nursery area? w '
[]Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes NNo
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (W L)? If any boxes are checked, provide the number of square feet affected.
ECW 772 sf ?SAV ?SB
®WL 162 sf []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes SNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ED This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial []Public/Government []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. (1) Number
(ii) Length
(iii) Width
5 BREAKWATER (e.g., wood, sheetpile, etc.) 0This 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 0This section not applicable
a. Is the structure(s):
[]Commercial []Public/Government []Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2008 1-888-4RCOAS7 war?r :ormcoastaIma n aclemeni net re-Osed: 1212T06
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
The entire shoreline is held in common by the Developer
and will be deeded to the Homeowners association when
the appropriate number of residences have been
established.
b. Proximity of structure(s) to adjacent docking facilities.
Closest docking facility is Camp Seafarer which is
approximately 2,220 feet from the proposed Sawgrass Ct.
Day Dock.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
78 feet at Sawgrass_dock and 48 feet at the proposed
Outfitter Kayak and Canoe launch.
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
4 feet at kayak launch and 3.5-5.5 feet at Sawgrass dock-
all relative to NWL.
8. OTHER 9This section not applicable
a. Give complete description:
Date
Project Name
Applican?gme ?-
Applica 8ignat re '

Form OCM 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
b. Water body to be crossed by bridge:
Coastal Wetlands, non-navigable sections of Unnamed
Tributaries of Neuse River and Mill Creek. For
purposes of CAMA permitting the term bridge is used to
refer to those areas where blue line stream crossings
are made. Wetlands crossings (both USACE and
Coastal) are referred to as elevated walkways. There
are no navigable waterway crossings proposed as part
of this CAMA Permit application.
d. Water depth at the proposed crossing at NLW or NWL:
Less than one foot deep. Please refer to detail maps for
water depths. Three bridges proposed- all over
unnavigable blue-line streams.
e. (i) Will proposed bridge replace an existing bridge? []Yes ®No f. (i) Will proposed bridge replace an existing culvert? []Yes &No
If Yes, If yes,
(ii) Length of existing bridge: (ii) Length of existing culvert:
(iii) Width of existing bridge: (iii) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge: (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL:
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Length of proposed bridge: Three bridges proposed over h. Width of proposed bridge: All bridges proposed at 6 feet wide.
features delineated as blue line streams. Total
proposed linear footage is 35 feet. For purposes of
CAMA permitting the term bridge is used to refer to
those areas where blue line streams crossings are
made. Wetlands crossings (both USACE and Coastal)
are referred to as elevated walkways. There are no
navigable waterway crossings proposed as part of this
CAMA Permit application.
I. Will the proposed bridge affect existing water flow? []Yes ®No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? []Yes ®No
If yes, explain:
k• Navigation clearance underneath proposed bridge: The bridges I. Have you contacted the U.S. Coast Guard concerning their
do not cross any navigable waterways. Blue line stream approval? []Yes ®No
crossings are best characterized as "intermittent" If yes, explain:
streams.
252-808-2808 :. 1-838-4RCOA T nne1f.net revisc-d- 141267345

m. Will the proposed bridge cross wetlands containing no navigable
waters? ®Yes ?No
If yes, explain: Proposed bridge crossings do not contain
navigable waterways. Survey information shows water
depths of less than one foot.
n. Height of proposed bridge above wetlands: Minimum of three
feet above wetlands substrate and five feet above NWL at
all blue line stream locations.
2. CULVERTS 0This section not applicable
a. Number of culverts proposed:
b. Water body in which the culvert is to be placed:
< Form continues on back>
c. Type of culvert (construction material):
d. (i) Will proposed culvert 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)
f• Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ?No
If yes, explain:

e
e. (i) Will proposed culvert replace an existing culvert?
?Yes ?No
If yes,
(ii) 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)
9• Width of proposed culvert:
I. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
?Yes ?No
If yes, explain:
3. EXCAVATION and FILL ® This section not applicable
1. tit in ine placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ?No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within 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
252-808=2808 - 1-888-414COAST ;: ., a r_vu,ry.nacoa,stalmanar to et; ne rev€s +i. 10/ 26/06

(v) Amount of material to be excavated in cubic yards:
(ii) Describe the purpose of the excavation in these areas:
c
d
(i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ?Yes ?No
If yes,
(ii) Avg. length of area to be excavated:
(iii) 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:
If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area:
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? ?Yes ?No (If 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.
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ?No
If yes, give dimensions if different from (ii) above.
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,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
9
(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 on high-ground? ?Yes ?No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
f. (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 within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SIB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
AID, s Ji:

4. GENERAL
2,152-808-2808 ?- t--838-4C AS`f` :; vvrr?t.sac r??st:atrxaatz???mer.t nit Mv,fad ` W26106
a. Will the proposed project require the relocation of any existing
utility lines? ?Yes ®No
If yes, explain:
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?
?Yes ®No
If yes, complete Form DCM-MP-2.
b. Will the proposed project require the construction of any temporary
detour structures? ?Yes ®No
If yes, explain:
d. How will excavated or fill material be kept on site and erosion
controlled?
The elevated wooden walkways and bridges over the blue
line streams will not involve the placement of any fill.
The construction activities involve the installation of
pilings and will not create an excess of material or
oppurtunities for the erosion of sediments.
e. What type of construction equipment will be used (for example, f.
dragline, backhoe, or hydraulic dredge)?
Excavators with attachments for piling installation, delivery
trucks and rubber tire hoes and front end loaders.
Will wetlands be crossed in transporting equipment to project site?
®Yes ?No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Mats will be used to support the machinery required to
install the pilings for the bridges and in wetlands. Where
practical, the top down method of construction will be
used to further minimize impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
Date

C&z7e- 7-111
Project Name
LIV cif
Applicant Name
Aoplicant(Signature
?a W?F:4? y ?`3t
M `
f
Sri(`"

77-
LEGEND
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PROJECT OUTFITTER CENTER WALKWAY 1 of 2
P05119 Q
COPYRIGHT © 2008 uible SINCE 1959
OUIBLE & ASSOCIATES, P.C. ASE I
M
DRAWN ILL CREEK PH
JMH THIS
DOCUMENT
THE PROPERTY
PROPERTY of
BURTON FARM DEVELOPMENT CO
& Associates, P.C.
OUIBLE &
PC. ALL
ASSOCIATES,
RIGHTS ARE R
R

CAD REF VED. ANY RE-
ESE
PRODUCTION OF THIS OR POSSESSION
TOWNSHIP 5 PAMLICO COUNTY ENGINEERING * CONSULTING * PLANNING
. WITHOUT PRIOR PERMISSION OF ENVIRONMENTAL SCIENCES * SURVEYING
05119- 1k.a OUIBLE & ASSOCIATES, PC WILL NORTH CAROLINA PO Drawer 870
CONSTITUTE VIOLATION OF COPYRIGHT
LAWS. VIOLATION WILL BE SUBJECT Kitty Hawk, NC 27949
DATE TO LEGAL ACTION 0 30' 60' Phone: [phone]
Fax: [phone]
L07/08/08 GRAPHIC SCALE IN FEET 1 "= 30' E-Mail: administratorOquible.com

KAYAK / CANOE PLATFORM
N.T.S.
ALKWAY
A
LE
W
OUTFITTER WALKWAY/KAYAK STORAGE AND LAUNCH y p"
N.T.S.
'I

r.ru F- i
PROJECT
P05119 COPYRIGHT © 2008
QUIBLE & ASSOCIATES, P.C.
DRAWN
JMH THIS DOCUMENT IS THE PROPERTY OF
QUIBLE & ASSOCIATES, PC. ALL
RIGHTS ARE RESERVED. ANY RE-
CAD REF PRODUCTION OF THIS OR POSSESSION
. WITHOUT PRIOR PERMISSION OF
P05119-walks QUIBLE & ASSOCIATES, PC WILL
CONSTITUTE VIOLATION OF COPYRIGHT
LAWS. VIOLATION WILL BE SUBJECT
DATE TO LEGAL ACTION
03/12/08
OUTFITTER CENTER WALKWAY 2 of 2
MILL CREEK PHASE I
BURTON FARM DEVELOPMENT CO
TOWNSHIP 5 PAMLICO COUNTY
NORTH CAROLINA
0 N.T.S. N.T.S.
GRAPHIC SCALE IN FEET 1"= N.T.S.
Quible SINCE 1959
& Associates, P.C.
ENGINEERING * CONSULTING * PLANNING
ENVIRONMENTAL SCIENCES * SURVEYING
PO Drawer 870
Kitty Hawk, NC 27949
Phone: [phone],300
Fax: [phone]
E-Mail: [e-mail]
PLATFORM/WALKWAY OVER COASTAL WETLANDS
CONTRACTOR SHALL ADJUST PIER AND WALKWAY
IN FIELD TO INSURE THAT NO MORE THAN SIX FEET OF
U/AI WWAY 7_VTl7nfnc nvro rn-,- -111 A-1
---- p' ?? = LEGEND
WILLOW COVE LN.
- ?;. (5V PRIVATE R/W) COASTAL WETLANDS
PROPOSED 54 LF v..
6' WIDE GRAVEL WALKWAY
U.S.A.C.E. WETLANDS
--------------- ------ --------
a
EXISTING 233 LF
6' WIDE GRAVEL WALKWAY j CORRESPONDS TO OVERALL
------------ TRAIL PLAN AND DETAIL
2O I' SHEETS
SURVEY ELEVATION
?-- % Z '-'I x 3.1e RELATIVE TO MEAN
SEA LEVEL
_ ---------
PROPOSED \-- `. STEPS
----------------------
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\.DA "Ali
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PROPOSED 253 LF 1? 10 - I jr fr J; qL ??\\ JQ
WIDE GRAVEL WALKWAY /.. ?-
?bI y .Jg'
.-----
16 y, \v y
'PALM CT. 2Ej
(5a' PRIVATE R/W)
'ROJECT WALKWAY FROM WILLOW TO PALM 1 of 2
P05119 COPYRIGHT © 2008 Quible SINCE 1959
DRAWN QUIBLE & ASSOCIATES' P.G. MILL CREEK PHASE 1
JMH THIS DOCUMENT IS THE PROPERTY OF BURTON FARM DEVELOPMENT CO. Associates, P.C.
QUIBLE & ASSOCIATES, PC. ALL
RIGHTS ARE RESERVED. ANY RE- ENGINEERING * CONSULTING * PLANNING
AD REF. PRODUCTION OF THIS OR POSSESSION TOWNSHIP 5 PAMLICO COUNTY
WITHOUT PRIOR PERMISSION OF ENVIRONMENTAL SCIENCES SURVEYING
5119-walks QUIBLE & ASSOCIATES, PC WILL NORTH CAROLINA PO Drawer 870
CONSTITUTE VIOLATION OF COPYRIGHT Kitty Hawk, NC 27949
LAWS. VIOLATION WILL BE SUBJECT
DATE TO LEGAL ACTION 0 100' 200' Phone: [phone]
Fax: [phone]
3/12/08 GRAPHIC SCALE IN FEET 1"= 100' E-Mail: administratorOquible.com
LEGEND
U.S.A.C.E. WETLANDS
BLUE LINE STREAM
-III-111 III-
II_=III-III- UPLANDS
_I I I-1 11-1 I i
III _-I I _-Fill
GRAVEL FINES TRAIL (SEE DETAIL)
PROJECT
P05119 COPYRIGHT © 2008
QUIBLE & ASSOCIATES, P.C
DRAWN
JMH THIS DOCUMENT IS THE PROPERTY OF
QUIBLE & ASSOCIATES, PC. ALL
RIGHTS ARE RESERVED. ANY RE-
CAD REF PRODUCTION OF THIS OR POSSESSION
. WITHOUT PRIOR PERMISSION OF
P05119-walks QUIBLE & ASSOCIATES, PC WILL
CONSTITUTE VIOLATION OF COPYRIGHT
LAWS. VIOLATION WILL BE SUBJECT
DATE TO LEGAL ACTION
03/12/08
WALKWAY from WILLOW TO PALM
N.T.S.
A
?j
WALKWAY FROM WILLOW TO PALM 2 of 2
Quible SINCE 1959
MILL CREEK PHASE I
BURTON FARM DEVELOPMENT CO
TOWNSHIP S PAMLICO COUNTY
NORTH CAROLINA
0 N.T.S. N.T.S.
GRAPHIC SCALE IN FEET 1"= N.T.S.
& Associates, P.C.
ENGINEERING * CONSULTING * PLANNING
ENVIRONMENTAL SCIENCES * SURVEYING
PO Drawer 870
Kitty Hawk, NC 27949
Phone: [phone]
Fax: [phone]
E-Mail: administrator®quible.com
- - sa .maw _
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LI 455.44' S01~157'E 131 gdrl0' N61'4555'W L101 44.74' N27'20~fb'E LI5! 51.49' Nei°I7t73'E 1201 6161'" N,307640'E
t' L2 59410' S87'OBtxJ'W L52 !4985' N52~7fri9'W L102 17.49' N85.0196'E L15? b5.74' N34'1071'E 1202 35.43' N39"i943'f 13 344.78' S234699'W L53 8468' N50'06+19'W L103 64.86' N12~4101'E L153 2733' N71~1'!7'E L2~ 5202' N78'0120'E
L4 78345' 5aA8~'W 154 4L99' N50S576'W L/04 34.9C' N227598'W L151 4627' 541°,~71'E L204 B8b7' N31'3777'E
LEGEND l5 250A1' 5A031~'W L`S (40.93' N555751"W 1.103 1834' N14'029PE L155 3i'4b7' S84~909'E L205 1!8.49' NS9'4559'E L6 111.30' SOB°48~°W !56 79.79' N54'4573'W L1C6 ?5.60' N57'0448'W L155 17553' 585°4271'E LZAS 4133' N51°5146'E
~ EXISTING WEitANDS L7 !4435' 531°1793'W L57 5190' N56'487q'W Lf07 1885' 58648'!8°W L157 1539' S1r°4o~3'E 1207 34.10' N01~996'E LB 14984' 5397193°W L58 14334' Na3'0071'W LIOB 1834' N15°1005'W L159 89.78' SB?°20g0'E 1108 40b2' N40°0270'E
L_ . J L9 431,04' NB954~'E 154 5x31' N5944'!9'W LlOq rrJ7' N19'IB41'E LlSq ,3'I.(.t5' S77010q'E 1209 x0.90' N093191'E
BLUE IJNE STREAM L10 249684' 501'04'17"E L60 44.93' N52'46~'W LI10 2fb9' N59°01101'E L1fA 7216' 54037'99'E LZ10 54.44, N57°2T09'E Lll 274769' S89".u51'W L6l 4739' N47'1275'W 1JI1 6481' N3259YJ2'E L(61 117,(3' N867093'E L2Il 3399' N26'1377'E
Ll2 2A01b3' S5131tR0'E L62 4B.d3' N51'f394'W L112 !2487' Nbb°l8%1B'E L1b2 47.05' N67°0871`E L212 89.24' N553195'E La 543bP 536°0757'W Lb3 37.46' N61'05'I5'W 1.113 87A7' N61°4391'E LI63 1787'. 575?974°E 1113 19,10' S865499'E
I~~~ ~1 I - 4O4 WETLAND IJNE L14 4!4385' S38'21'40'W 164 6240' N5!°2074'W L1W 95.44' N46~473'E LI64 33.E~9' Na0~155'E L214 104b2' N82544q'E
C ~ ~ - - • - COASTAL WETLAND IJNE ~,~i_,~1 1 L!5 239.96' S79~B49'W L65 • 67.'ki' N5I'25'46'W L05 /01.91' N14'1697'E LI65 324!' N513977'E L215 74,90' N85'0657'E Llb 30x96' S 79~9!W'W L66 51,13' N51'CataS'W L116 190' N27°l074'E Ll66 3Ib6' N09~B40'W L21b 68.09' N74°0307'E
~i ZONE 1 30' BUFFER 1J7 1!481' S4257f9'W L67 68.80' N510472'W 1.117 @830' N303251'E L167 53.73' N6551S9`E L2CI 12231' N47~d94'E ~
'1 ~ f , L18 8?54' S70'lit09'W L68 X36' N46'1794'W LllB 8224' N25~249'E LI6B 4255' N~1°L623'E 1118 81.44' N64'I047'E i L19 21160' S710209'W L64 673' N42'A054'W 1114 40.74' Nf457'14'E LI64 Gd44' 534°1692'E L114 17836' S527357'E I
i ~ r~ NEUSE RIVER 50 BUFFER f, pL~ n;/ L20 5111' S62'02b4'W L70 73A0` N29',~3'44'W L110 5357' N15?672°E Lf10 3733' S30~971°E L220 38389' S74~547°E 12! 7136' N604771'W L7! 78,51' N4B'1BYJ9"W L727 6010' N/q'41'49'W LlJJ 144,46' N66°11f?7'E L721 210,45' Na3'I179'E
r 83~ 122 16.539' N43`1454'W L71 84,74' N57°0593'W L122 .39,99' N43°3091°W L171 47.18' N60°4Y11'E L112 15133' N79~i70'E
L?3 56.76' N51~It04°W L73 4723' N67'41fA9'W LL73 90.24' N31°4848°E 1173 rJ,47' NI6~1'a'E L213 287.&3' S614803'E L24 20.94' N S0'1094'W L74 1724' S 81 ~677'W L114 210.63' N51'19Y14'E Li74 43.94' S 70 x1'41°E L224 455.16' N 98'4251'E
~ r' r' , ~~5' / L25 11380' N47'1271'W L75 8730' N36'4647'E LL25 17082' N31'Og97'E L175 ?85P 5?2.9054'E L?25 566,40' N10'OIL'10°E L26 9L42' N44~42'W L76 2034' Na'185B'W L116 9931' N51~98`E L176 7412' N73~653'E 1116 1rrr3B' N23'Gt972°E
L27 12556' N40~117'W Lrr 20.93' N09'4552'E L171 2.60' N63°0676'E Li77 3948' 554°4173'E L217 8!9.45' N79'2896'E
i r' r' , ~ ~ ~ , } 1~.~~~: L ~A L18 190.41' N39'49'46°W L7B 32~' N31'O6'49'E L11B I37A1' N7!°II7B'E L178 3030' N645959'E LZ28 690.(.10' S313140'W L1q 41bd' N483470'W LT4 3392' N50'A054`E 1129 15559' N037848'E 1179 l9bP 521'05'19°E L719 690.GYJ' N18'?820'W
~ C' L30 20451' N435177'W Lao 41.94' N647141'E 1130 12127' N047378'E LI80 3539' N5f'1651`E L230 690.Gt0' S88'1870'E
13J 3075P N44?85B`W LBI 96.45' N37""d90'E Lat 34.17' N30°0043'W Ll8! 4317' N24°19t?4'W 132 8318` N55'02'46'W L82 rrm' N31°0842'E 1132 NJ154' N2816'M'W LlB2 59,84' N660350°E
L33 139.45' N42'1890'W L83 5084' N423241'E Lai !?236' NL~i'01'14'E LlB3 16.12' N242190'E L34 12255' N51'0376'W LB4 11.11' S81'435PE 1134 l3XE.q' N57~990'E L184 29,08' N8l°l8S08°E
~,y i `A v \ L35 8218' N42°0343'W L85 1733' N38~4711'E Las 49A3' N35~BtR5'E L185 ,5959' 551°41'13'E
, \ L35 5245' N54'l896'W L86 1!7.44' N173979'E l:ab 7L96' N1821L'6'W L186 40.44' 50849°W L37 12°7.05' N.50'S251'W L87 154.85' Sa6~101`E La7 50,19' Na?094'E L187 116b1' N73d77f~J'E
N.T.S. ~ \ ~p ~ f~v~.r~ . ~ J L36 134J7' N44'S1t04'W Lag 43.99' N54'4355'E LaB b7.46' N651997'E L188 4271' 562'09'43°E L39 5130' N909441'W 189 x825' Nrr'4095'E La? 62ki' N46'46f05"E LIB9 4h.9B' N51~071'E
L40 14556' N50~679'W Lq0 70.85' N55'~`ll'E L194 5934' Nfb'10'15'W L140 X17' N3948g0'E
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~ 1 ~ _v L43 8375' N5f0374'W L93 14731' N09°49'19'E L143 1!0.18' N22'4451'E L193 69A8' S45'47'I6'E
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t . i, ~ i!, ..~"'J ~ ~1 / e / ~ f f r v''
; / 1. OWNERS: BURTON FARMS DEVELOPMENT COMPANY, L.L.C. / P.O. BOX 1908
y /y ROCKY MOUNT, NC 27802-1908
~j . ~ ~ / I r---- , , 2. PLAT REFERENCE: P.C. "A", SL 145-3 Q U
4 i, DEED REFERENCE: D.B, 454, PG. 916-917 & D.B. 454, PG, 918-921 ro
d ~ ' ~ PAMLICO COUNTY, NC REGISTER OF DEEDS
r, ~ 1 , ~ ~ 3. TOTAL TRACT AREA: 40,060,472.5 sq.ft. - 919.66 acres
~ ~ 1 o UPLAND AREA: 29,245,716.3 sq,ft. - 671.39 acres w k \ to
r r< ~ ~ ,~J ~ WETLAND AREA: 10,814,756.2 sq.ft, - 248,27 acres z
_ 1 ~ v ` i ~ 4. BOUNDARY SURVEY DATA PROVIDED BY HERBERT J, NOBLES, JR, -SURVEYOR. PLAT
~ \ \ ti~ ~ ~ ENTITLED "SURVEY FOR BURTON FARM DEVELOPMENT COMPANY LLC DATED 09/1Z/05,
„1 .i> { , ' ' 5. HORIZONTAL DATUM: NAD 83 (SEE BOUNDARY SURVEY AS STATED ABOVE FOR TIES TO
W I / 1+--~ ~ i ~.T/ it , 1 \ r / ~ NCGS MONUMENTS "TINGLE" & "JONES")
i / / N 4561620420 1 i~ I CDMMISSION N0. ' 6. THIS IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED FOR RECORDATION OR PO5119
. , F 2646000.2632 , - , ' - ~ s , v+;~, 1. ~ ~ ~ ~ \v / ' , LAr 34°59'22.316b° ~ CONVEYANCE. DESIGNED BY
\ r LONG. -76 5010.51(6 ;r' 1 / 7, PROPERTY IS LOCATED IN A F.I,R,M. ZONE "AE" (EL. 8), SHADED "X° & "X"
r , ~ ~ , ' ~ ~ COMMUNITY PANEL # 370181 6444 & 6446 J (INDEX DATED 07/02/04) DRAWN BY
- °,r~,.~.,, V' 1 SUBJECT TO CHANGE BY FEMA. LMG JMH
,n ~ 1 ~ _ , • - ~ - \ ; / - CHECKED BY 8, ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCE. LMG SB P~
J~~~ 9. BLUE LfNE STREAM LOCATION PLq„T, DRAFTED BY QUIBLE & ASSOCIATES, PC. ISSUE DAZE
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- x`57 WEIIAND LOCATIONa,4SURVE fA)&"W P ; w,"' 350 0 175 350 700
N 456901.4117 F 2649160.2593 PROPER TY PHILIP T. HEDRICK
LAT. 34°5909.6192" LINE (T)`A,J i , PROFESSIONAL LAND SURVEYOR L-3121 572 COUNTRY CLUB WEST ROAD
LON6. -760,5008.9247" ARAPAHOS, NORTH CAROLINA 26510 IN FEET W,(252)-745-5951 f:(252)-249-2103 1 inch = 350 ft.
DRAWING FILE: P05119-wet PLOT SCALE: 1"=500' OF 1 SHEETS
Fill

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t k ~ L k~ k \ k k k COASTAL WETLANDS (979,519 SOFT. - 22.48 ACRES) itij TT ~~rr ~J Ofn °,ME
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k k , k k! ` 4 ~ L k k„ W k k N _ , ~ m NOTES: o~w~og~?W
k k k n k k L k w k k G,7 p W k k k L! 1. OWNERS: BURTON FARM DEVELOPMENT COMPANY, L.L.C. I'~ ~ °o oa~~~aU'^z
L k L L k k ik ee r P.0. BOX 1908 ~r: " N a~ • ~~~a~o ROCKY MOUNT, NC 27802-1908 ~ k' wk'~ozkJO
t ' k , L ~ P~ ~Ii L w ~ ~P k k L k e~e~ Rr q~ ~?1, ° 1" ASPHALT a ~ Og ~g wa~z~a
E eeeeO k k ~ ,~W) t S9.5A S k k ~ , OeO k ,ri~~ - ~ 2. PLAT REFERENCE: PLAT CABINET A; SLIDE 145-3 ~ ~~aLL~`~oo~ ~ DEED REFERENCE: DEED BOOK 454; PAGE 916-917 ~Et~R yypTE~tiC~IsF.!.i11 Y ,s wc~oaosgo
k t~ k II k y k k k: k ~ , _ ~ f ~ ~ - DEED BOOK 454; PAGE 918-921 ~P~T~;+iaGa f~+!~ u si+~~d~;T~.R SR~~,,;~}'I ~ m ~ ~d ~ ~ o ~ i r
t \"'•L k o k 2" 1198 , L k k k o k k k ASPHALT BINDER k k ,~~L L ~ t k k k.. O t y k k.... ~ Y~ PAMLICO COUNTY, NC REGISTER OF DEEDS s °m~~€~~ a ms~o~~z~
N ~ k k , k. 'k 4. ~ k a , k k k , 4 k k A k 5,. ABC q 3. CURRENT ZONING DISTRICT: MINNESOTT BEACH R-MU ~o a
I I,4 k> ~ A €r k Ik k ~ ,o ~ (NCDOT TYPE A) ,1 ~ ~ e„ r (RESIDENTIAL MIXED USE DEVELOPMENT)
k kk ~ i / % 4. PROPERTY IS LOCATED 1N A F.LR.M. ZONE "AE" EL B , SHADED "X" & "X'
k ~ ~ ~ ~ ` COMPACTED /'~~i'~'~~`~ i'~•f~~1~ ~~~,~r~f~;~~i 4 ~ COMMUNITY PANEL # 370161 6444 & 6446 J {INDEX DATED 07/02/04)
I k k ~ U ~ k k SUBBASE k ~ t k k E.. k'_ SUBJECT TO CHANGE BY FEMA.
`p L Y e k b k W LF ~'4 L G ~1 LJ,\e ~ k
k k k (50' PRIVATE ) V ~ : cc ! 5. TOTAL TRACT AREA: 15,779,341°'sq.ft. - 362.24 acres
k B y k k y k k y, L , k kl~; E k , ~ GAS j ,~jC 6. BOUNDARY SURVEY DATA PROVIDED BY HERBERT J. NOBLES, JR. -SURVEYOR. PLAT ENTITLED "SURVEY FOR BURTON FARM DEVELOPMENT COMPANY LLC DATED 09/12/05, m
4 x.TS. 7. TOPOGRAPHY DATA PROVIDED BY OTHERS. ~
L 4 ~ L ~ : E k 4 N y k N W k N
I'' t ~ Ii4 k 1 k ~k t k L k I,~ irk , , :.k. k S 8. LAND PLANNING BY ATLANTIC INTERNAl10NAL DESIGN STUDIOS.
k : k 1 : t~ ~ e°aae° ~ , j k k k. o ~ W O I 4.
¢ 1 L k eee w a k I k k 4 k 4 k °ee°°°e° P C~ k 9. BLUE LINE STREAMS IDENTIFIED BY ENVIRONMENTAL SERVICES, INC. WIDTH AND ROUTE OF BLUE LINE STREAMS DETERMINED IN FELD BY LAND MANAGEMENT GROUP. LOCA110N
u k I..,' k k k L k -`-`°s - .i k t k~ k. k k Je k k k k t AS PER FIELD SURVEY BY HERBERT J. NOBLES, JR SURVEYING SERVICES.
w eee ~ t 4 k l L I k ~ k° .pn m t k k 10. APPROXIMATELY 8,191 LINEAR FEET OF SHORELINE. THIS NUMBER INCLUDES NEUSE RIVER
l ~ k L d 4 -t k k - k k ` L I k k t k k 4 AND MILL CREEK FOR THE SUBDIVIDED MILL CREEK SUBDIVISION PHASE I & II
k L k J\\\kkky k k ~ d 4 k k k k L k eeee k k k k ~ ~ N ~ ~ T N DEVELOPMENT AND IS BASED ON SURVEYS CONDUCTED BY JOSH NOBLES PLS.
L L k b N ~ k t C ~ k ~ ' 11. PROPOSED ASPHALT GUARDHOUSE PARKING AREA (8,263 SOFT. AS SHOWN.
k W ~ k k L k See 4: k k L ~ k k L 1 -`°°\e k k k ` k L eeJ k k k e 12. KNOWN ARCHAEOLOGICAL SITES AS SHOWN. ALL SITE ARCHAEOLOGICAL TESTING AND
L k k y u L L L u k k k k, L k pee ~ P k k r k REPORTING BY ESI IN APRIL 2006 AND 2008. SITE 31 PM52/52** ELIGIBLE FOR LISTING ON ~
k 4 kk k ° ~ ?k: k k k k L klt k 1 rl. V ~ A -k. k. NHRP. ARCHAEOLOGICAL SITE AREA LOCATIONS TAKEN FROM ESI APRIL 2006 REPORT. o
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