87-15 Orton Plantation Holdings LLC

Permit Class
NEW
Permit Number
87-15
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Verint" t
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118 .
Excavation and/or filling pursuant to NCGS 113-229
Issued to Orton Plantation Holdings, LLC, 1251 Avenue of the Americas, 17'" Floor, New York, NY 10020
Authorizing development in Brunswick County at adi. to branches of Allen's Creek, at
Telegraph Road. Winnabow as requested in the permiftee's application dated 5/26/15 ORA. MP-2, and
5/12/15 (MP-5) incl. attached drawings (10) 1 2 6-9 of 9 dtd. 5/12115, 3-4 of 9 dtd. 5/1/15, and 5-5A dtd. 5126115.
This permit, issued on September 1, 2015 ,;is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any -violation of these terms may
oe suojecr to tines, imprisonment or civu action; or may cause me permit to oe nun ana voia.
Roadway and Bridge Replacement
1) Unless. specifically altered herein, this permit authorizes the land disturbing activities associated with
the construction of two bridges, including associated abutment walls and riprap stabilization, all as
expressly and specifically set forth in the attached permit application and workplan drawings. Any
additional land disturbing activities and/or construction may require a modification of this permit.
Contact a Division of Coastal Management representative at [phone] for this determination.
2) The bridge shall be elevated a minimum of 6' above normal water level (NWL).
3) No vegetated wetlands or open water areas shall be filled, even temporarily.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty. (N) 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, 2018
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
B ton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Orton Plantation Holdings, LLC
ADDITIONAL CONDITIONS
Retaining Walls and Rip Rap
4) The retaining walls shall be constructed prior to any backfilling activities.
Permit No.'87-15 "
Page 2 of 3
5) The retaining walls shall be structurally tight. so as to prevent seepage of backfill materials through the
structure.
6) The retaining walls shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet
piles or other suitable materials approved by department personnel.
7) The fill material shall be clean and free of any pollutants except in trace quantities.
8) The authorized riprap shall be located landward of all vegetated wetlands.
Sedimentation and Erosion Control
9) In order to protect water quality, runoff from the construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
10) Appropriate sedimentation and erosion control devices, measures or structures shall 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.).
11) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes.
General
12) The temporary placement or double handling of fill materials within vegetated wetlands is not
authorized.
13) If the crossing of wetlands with mechanized construction equipment is necessary, temporary
construction mats shall in utilized for the areas to be crossed. The temporary mats shall be removed
immediately upon completion of construction.
14) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
15) 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.
16) 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.

Orton Plantation Holdings, LLC . Permit No. 87-15
Page 3 of 3
ADDITIONAL CONDITIONS
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: The U.S. Army Corps of Engineers authorized the proposed project by way of Nationwide
Permit 14 (Action ID. SAW 2015-01379), which was issued on 8/7/15.
NOTE: The N.C. Division of Water Resources assigned the proposed project D WR Project No. DWR-
20150617.
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 riot authorized within 30 feet of the normal water level.
NOTE: An application processing fee of $250 was received by DCM for this project.

BCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Orton Plantation Holdings, LLC
Orton Plantation-Allen's Creek (Lilliput Creek) Bridges
Applicant 1: First Name
MI
Last Name
Peter
Talty
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
17th Floor, 1251 Avenue of the Americas
NA
New York
NY
ZIP
Country
Phone No.
FAX No.
10020
USA
212 - 782 - 6295 ext. NA
NA -
Street Address (if different from above)
City
State
ZIP
NA
NA
NA
NA -
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Land Management Group Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Steve
Morrison
Agent/ Contractor 2: First Name
MI
Last Name
Laura
Stasavich
Mailing Address
PO Box
City
State
3805 Wrightsville Ave., Suite 15
NA
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 452 - 0001
ext.
ext.
FAX No.
Contractor #
910 452 0060
NA
Street Address (if different from above)
City
State
ZIP
NA
Na
NA
NA JUN 19 1015
Email
[e-mail]; [e-mail]
<Form continues on back>
RECEIVED
DCM WILMINGTON, NC
MAY 17 205
252-308.2803 :: 1-688-4RCOAST :: www.ncconstalmanagemont.not

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
terminus of Telegraph Road
off of NC Hwy 133
Subdivision Name
City
State
Zip
Orton Plantation
Winnabow
NC
28479 -
Phone No.
Lot No. Is) (if many, attach additional page with list)
WA - ext.
N/A,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Allen's Creek / Lilliput 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
Cape Fear 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.
Brunswick County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
several miles along Liliput/Allen Creek
two parcels=6,900-ac within overall Orton Plantation
c.
Size of individual lots)
d. Approximate elevation of tract above NHW (normal high water) or
NA, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0-40' ®NHW or ❑NWL
e.
Vegetation on tract
Vegetation in area of proposed bridges includes longleaf and loblolly pine, holly, wax myrtle, red cedar, switchcane. No
coastal marsh vegetation at proposed crossing locations.
f.
Man-made features and uses now on tract
Parcels are largely managed land (restored pine savannah) with existing dirt roads, water control structures, stables,
equipment sheds and caretaker house.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Undeveloped property; residential.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
CO -RR, Rural Low Density Development
(Attach zoning compliance certificate, d applicable)
®Yes []No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No RECEIVE
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ❑No ®NA JUN 19 1
If yes, by whom? 6t4, "-UHU
I.
Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
. r v r I � w_
<Form continues on next page> DCM WILMINGTON, NC
MAY 272015
;uw
252-808.2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®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 []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On -site septic for existing strucutures. No new wastewater treatment required.
o. Describe existing drinking water supply source.
On -site wells for existing structures. No additional water supply needed.
p. Describe existing stone water management or treatment systems.
No on -site stornwater treatment systems for the existing dirt road at the proposed bridge crossings.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑PublidGovemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose is to provide vehicular access to both sides of Allen's/Lilliput Creek without accessing HWY 130, as needed for
efficient movement of vehicles and equipment throughout the Orton Plantation property. Bridges will be for private use and
will provide equipment access to maintain the restored ecosystems througout the property. It is noted that Orton Plantation
parcels 1440000114 and 1440000105 extend from HWY 133 to the Town of Boiling Springs Lake. Lilliput Creek and Allen's
Creek also extend from Hwy 133, along the boundary of these two parcels, for the length of the property. The proposed
bridges would replace former crossings and would be located along an existing road. The bridges will completely span the
creek and the adjacent wetlands and no direct impacts will result.
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.
Standard construction methods and equipment.
Equipment to be strored on upland portions of the property.
d. List all development activities you propose.
Construction of two 50 Ift timber bridges which will completely span Allen's Creek and the adjacent wetlands.
e. Are the proposed activities maintenance of an existing project, new work, or both? New bridges (replacement of former
crossing)
f. What is the approximate total disturbed land area resulting from the proposed project? —7,800 ®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 o%
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the state are proposed. JUN 18 2015
w +w-uwMu is"A
I. Will wastewater or stornwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ❑No ®NA
If yes, attach a mitigation proposal. ACM 1/IIILMIRCT
MAY 272015
, NC
252.808-2508 :: 1-888-4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 5)
APPLICATION for .
Major Development Permit
<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) — (0 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 or 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 NC Department of Transportation Phone No.
Address 300 Division Road Wilmington, NC 28401
Name John and Carolyn Lewis Phone No.
Address 120 Delham Court, Wilmington, NC 28412
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, per mittee, and issuing dates.
SAW-2011-00624 COE Jurisdictional Determination, Orton LAMA General Permit No. 56605, DCM, Orton Plantation
Plantation Holdings, LLC, 8/22/11 Holdings, LLC, 526111
CAMA Major Permit No. 65-02, DCM, Transfer to Orton SAW-2011-00624 COE Nationwide 3 Permit, Orton Plantation
Plantation Holdings, LLC, 3117/11 Holdings, LLC, March, 2012
CAMA Major Permit No. 83-12, DCM, Orton Plantation
Holdings, LLC, 7/17112
h. Signed consultant or agent authorization forth, N applicable.
I. Weiland 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. RECEIVED
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _Revised May 26, 2015 Print Name Steve Morrison (Agent) LMG Inc. 1UN 19 108
Signature
Please indicate application attachments pertaining to your proposed project. RECEIVED
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and CulvertsDCM WILMINGTON, NC
❑DCM MP-3 Upland Development MAY 2 7 2015
252.808-2808 .: 1.888.4RCOAST :: www.nccoastalmanagement.net

Note: All parcels comprising Orton Plantation are not shown.
Two parcels shown for orientation and reference relative to
proposed timber bridges only.
LMG
uHo eux�ceMwr caoue �..
fm.r mmmrcm wuonr
www.LMGroup.net
Phone: [phone] •1.8%.LMG.1078
Fax [phone]
3805 Wrightsville Avenue
ermap, increment P Corp.,
ig Kon ), Esri (Thailand),
:ontribi tors, and the GIS User
4ECLIVED
JUN 19 2015
SCALE 1" = 5000'
CAMA Major Permit Application Project Location Map
Orton Plantation, Brunswick County, NC
Allen's Creek Timber Vehicular Bridges RlEft)tb1 of 9
LRCM WILMINGTON, NC
May 12, 2015

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
❑DCM MP-4 Structures Information
RECEIVED
1UN 19 2015
tiu:wiwnw Wl"'
RECEIVED
DCM WILMINGTON, NC
MAY 2 7 2015
2S2-808-2808 :: 1-888-4RCOAST :: www.necoastalmanagement. not

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this forth to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
N/A
WA
N/A
N/A
N/A
WA
N/A
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(11) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
C. (i) Do you daim title to disposal area?
❑Yes []No ❑NA
(it) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. High -ground excavation in cubic yards.
RECEIVED
1UN 19 1015
QLaV winu alp,°,
®This section not applicable
area.
d. (i) Will a disposal area be available for future maintenance?
[]Yes ❑No ❑NA
(ii) If yes, where?
f. (I) Does the disposal include any area in the water?
[]Yes []No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
DCM WILMINGTON, NC
MAY 272015
252-808-2808 :: 1-8684RCOAST :: www.nccoastelmanagement.nat revised: 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABIUZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 4 sections, each -30'
UBulkhead ®Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 0-Will not be
placed waterward of NWL
e. Type of stabilization material
Rip rap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill WA Riprap None
Breakwater/Sill N/A Other N/A
i. Source of fill material.
per contractor delivery
Width: 4 sections. each -T to 12'
d. Maximum distance waterward of NHW or NWL: 0- Will not be
placed waterward of NWL
f. (1) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(d) If yes, state amount of erosion and source of erosion amount
information.
WA
h. Type of fill material.
Rip rap waterward of bridge wing walls
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area _
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Sift fencing along graded areas; permanent stablization by
vegetation
c. (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.
N/A
Date
Orton Plantation - Allen's Creek (Lilliput Creek) Bridges
Project Name
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
❑WL ®None
(ii) Describe the purpose of the fill in these areas:
N/A
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Standard construction equipment- dumptruck, pile driver
REC D
d. (i) Wilt wetlands be crossed in transporting equipment �q proms(
site? ❑Yes ®No []NA JUN Pro
t015
(ii) If yes, explain steps that will be taken to avoid or r�r' 0,v4Wfi'Q GLL'•
environmental impacts.
N/A RECEIVED
UUM ILMINGTON, NC
-rT-JVL 1`46R17150J (i46JyT)
Applicant Name
�iT/�'J r�ir6rSL
Applicant Signature
252-808.2808 :: 1.888.4RCOAST :: www.n000astaimanaement.net revised: 1226/06

Form DCM MP-5
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 ❑PubliclGovemment ®Private/Community
c. Type of bridge (construction material):
Bridges A and B - Timber
e. (i) Will proposed bridge replace an existing bridge? []Yes ®No
If yes,
(ii) Length of existing bridge: N/A
(iii) Width of existing bridge: N/A
IN) Navigation clearance underneath existing bridge: N/A
(v) Will all, or a part of, the existing bridge be removed?
(Explain) Note: Bridges will replace former crossings,
of which only debris remains. Concrete footers and
wooden piles remain in the creek and would be
removed for construction of new bridges.
9 Length of proposed bridge: Bridge A= 50 ft. Bridge B=50 ft.
b. Water body to be crossed by bridge:
Allen's Creek (upper end of Lilliput Creek)
d. Water depth at the proposed crossing at NLW or NWL:
Bridge A= -5' NWL. Bridge B=-8.6 NWL
f. (i) Will proposed bridge replace an existing culvert? []Yes ®No
If yes,
(ii) Length of existing culvert: N/A
(iii) Width of existing culvert: N/A
(iv) Height of the top of the existing culvert above the NHW or
NWL: N/A
(v) Will all, or a part of, the existing culvert be removed?
(Explain) N/A
h. Width of proposed bridge: Bridge A= 18 ft. Bridge B=18 ft.
Will the proposed bridge affect existing water flow? ❑Yes ®No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: Bridges will completely span creek. No increasing the existing navigable opening? ❑Yes ®No
pilings will be placed in the wetlands or creek bed. If yes, explain:
k. Navigation clearance underneath proposed bridge: 64.5" above
NWL
m. Will the proposed bridge cross wetlands containing no navigable
waters? ❑Yes ®No
If yes, explain: Bridge will span wetlands fringing Alien's
Creek.
I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ®No
If yes, explain:
n. Height of proposed bridge above wetlands: 5' to 6' above
wetlands RECEIVED
JUN 19106
ttf"N"•'Itfnu CIlY
Z. CULVERTS ®This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
RECEIVED
252-808-2008 :: 1.888.4RCOAST :: vwvw.nCCO*ffalmana OnWnt.net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, a'2 o` �I)
< 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. (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
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(i) Avg. length of area to be excavated: N/A
(iii) Avg. width of area to be excavated: N/A
(iv) Avg. depth of area to be excavated: N/A
(v) Amount of material to be excavated in cubic yards: N/A
C. (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: N/A
(III) Avg. width of area to be excavated: N/A
(iv) Avg. depth of area to be excavated: N/A
(v) Amount of material to be excavated in cubic yards: N/A
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wellands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
N/A
RECEIVED
1UN 19 2015
RECEIVED
DCM WILMINGTON, NC
MAY 1.2 2015
252-808.2808 :: 1-888dRCOAST :: www.necoastalmanaaement.net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: N/A
e.
Pl
III) Dimensions of the spoil disposal area: N/A
(III) Do you claim title to the disposal area? []Yes []No (lino, attach a letter granting permission from the owner.)
IN) 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 CIVIL ❑SB ❑None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NNW or NWL? ? []Yes ❑No
If yes, give dimensions if different from (ii) above.
(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 SNo
If yes,
(ii) Avg. length of area to be filled: N/A
(ii) Avg. width of area to be filled: N/A
(iv) Purpose of fill: N/A
(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? SYes []No
If yes,
(ii) Avg. length of area to be filled: —340 feet
(iii) Avg. width of area to be filled: — 30 feet
(iv) Purpose of fill: Upland wing wall ball and approach
road elevation to achieve bridge span above water.
4. GENERAL
a.
Will the proposed project require the relocation of any existing
utility lines? []Yes SNo
If yes, explain: N/A
(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 (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
❑WL SNone
(it) Describe the purpose of the excavation in these areas:
N/A
b. Will the proposed project require the construction of any temporary
detour structures? ❑Yes SNo
If yes, explain: N/A
RECEIVED
If this portion of the proposed project has already received JUN 18 1015
approval from local authorities, please attach a copy of the
approval or certification. p"m-a nu "k*A
< Form continues on back> RECEIVED
DCM WILMINGTON, NC
252-808-2808 :: 1.881 4RCO"T :: vvww.nccosstalmansoement.net revised: 10/26/06

Form DCM MP-5 (BrWgas and Culverts, Page 4 of 4)
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. Silt fences will be installed around upland work areas and
landward of the wetland line during construction. Rip
rap around the bridge piles will provide permanent
stabilization along the creek slope above wetlands.
e. What type of construction equipment will be used (for example, f.
dragline, badrhoe, or hydraulic dredge)?
Standard construction equipment such as pile drivers,
dumptrucks, and small excavators for placement of backfill
and rip rap.
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 --�
Orton Plantation-Allen's Creek (Lilliput Creek) Bridges
Project Name
Orton Plantation Holdinas. LLC
Applicant Name
cSIZ'ULY left<M' �/rLStV�
Applicant Signature
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.
N/A
RECEIVED
JUN 18 1015
uc;ua-untie t.u;
RECEIVED
DCM WILMINGTON, NC
MAY 1. 2 20?5
252-808.2608 n 1.888.4RCOAST :: www.neooastolmanaeement.net revised: 10/26/06

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 3, 2015
Orton Plantation Holdings, LLC
1251 Avenue of the Americas
171 Floor
New York, NY 10020
Dear Sir or Madam:
Donald R. van der Vaart
Secretary
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -
colored form) is retained by you and it must be available on site when the project is inspected for
compliance. Please sign both the original and the copy and return the copy to this office in the enclosed
envelope. Signing the permit and proceeding means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, (919) 733-
2698 within twenty (20) days of this decision on your permit. You should also be aware that another
qualified party may submit an objection to the issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance requires additional approval. Please read your permit carefully prior to starting work and review
all project plans, as approved. If you are having the work done by a contractor, it would be to your benefit to
be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may contact
Department personnel at any time for assistance. By working in accordance with the permit, you will be
helping to protect our vitally important coastal resources.
Enclosure
Sincerely, ,
Ca 41/ ,q
D6Qglas V. Hugg
Major Permits andd onsistency
N.C. Division of Coastal Management
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity/Affirmative Action Employer

DCM Coordinator:
Permit #: 77-1�S
Agents:
DCM Field Offices
Elizabeth City
Morehead City
Washington
Wilmington.
US ACOE Offices:
Washington:
Wilmington:
Cultural Resources:
Public Water Supply:
DCM/
Fisheries Specialist
NC DOT:
DMF/
Shellfish Sanitation:
State Property:
Water Resources:
Washington:
Wilmington:
DEMLR
Washington:
Wilmington:
Wildlife Resources:
LPO:
MAILING DISTRIBUTION SHEET
Is
C9r��, S �-O A�svHe Ay2 S��c
CA4�rni�7�T
(with revised work plan drawings)
Raleigh Bland
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Tyler Y01,
Liz Hare
Renee Gledhill -Early l/
Diane Williams (WIRO) L/
Joey White (WARD)
Shane Staples
Gregg Bodnar
Ken Pace
Patti Fowler V
Shannon Jenkins/Jeremy Humphrey
Tim Walton
Karen Higgins (Raleigh)
John Hennessy (NC DOT)
Anthony Scarbraugh-401 '
Joanne Steenhuis — 401
Chad Coburn - 401
Scott Vinson-Stormwater
Georgette Scott- Stormwater
Maria Dunn ✓
Fax Distribution: Permitee #:
Agent #:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Orton Plantation Holdings, LLC.
2. LOCATION OF PROJECT SITE: Telegraph Road, Winnabow, Brunswick County.
Photo Index — Not Available
State Plane Coordinates - X: 2307646 Y: 119989
Lat: 340 4'31.25"N Long: 77°59'3.00"W
INVESTIGATION TYPE: CAMA/ Dredge & Fill ROVER FILE # - N/A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 4/23/15
Was Applicant Present — Yes (Applicant's agents)
5. PROCESSING PROCEDURE: Application Received — Complete on 6/9/15
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Brunswick County
Land Classification From LUP — Conservation
(B) AEC(s) Involved: PTA, PTS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Septic
Planned — N/A
(F) Type of Structures: Existing — roads, equipment shed, caretakers house
Planned — Two bridges
(G) Estimated Annual Rate of Erosion: N/A
Source- N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(Open Water
—954 sq ft
into orated
(C) High Ground
—7,800 sq ft
(D) Total Area Disturbed: 8,754 sq ft (0.20 acre)
(E) Primary Nursery Area: No
(F) Water Classification: C Open: No
8. PROJECT SUMMARY: The applicant is proposing to construct two bridges.
RECEIVED
JUN 16 2015
W weawnu b14v.

Orton Plantation Holdings, LLC
Page Two
9. PROJECT DESCRIPTION:
To find the project site, travel west of US Hwy 74/76 out of Wilmington to NC Highway
133 South towards Southport. Travel approximately 12.5 miles to Plantation Road SE.
Continue approximately 0.75 miles more along NC Highway 133 South to Telegraph Rd.
Turn right onto Telegraph Road, which leads onto the property. The property is located
between NC Highway 133 to the south, Allen's/Lilliput Creek to the north (subsequently
referenced to as Allen's Creek), the Cape Fear River to the east, and Boiling Spring
Lakes to the west. It is advisable to contact the applicant's agent to arrange a site visit as
it is a large unmarked property and the project site may be difficult to access.
The property consists of a 4,275 acre parcel; however, the applicant also owns an
additional 2,000+ acre parcel to the north of Allen's Creek that is adjoining the property.
The property is primarily undeveloped and maintained as a managed pine savannah.
Existing roadways lead through the parcel and other manmade structures include stables,
equipment sheds and a caretaker house. An existing roadway leads to the project area
from both directions. Remnants of a former bridge can be seen in the location of
proposed Bridge B to the southern side of the project area The branch of Allen's Creek
in this location measures approximately 40 feet across and according to the application
measures approximately 7.5' in depth. The northern creek crossing measures
approximately 15-20' in width and measures approximately 4' in depth. There appears to
be negligible tidal flow in this area; as such, plans reference Normal Water Level (NWL).
Upstream, these two branches of Allen's Creek lead to McKinzie Pond, downstream they
connect to form Lilliput Creek. Lilliput Creek crosses under NC Highway 133 and
connects to the Cape Fear River.
The waters of Allen's Creek are classified as C by the NC Division of Water Resources.
They are not designated as Primary Nursery Area (PNA) by the NC Division of Marine
Fisheries, nor open to the harvesting of shellfish. RECEIVED
PROPOSED PROJECT:
JUN 16 2015
6uju4wrtw riv!
The applicant is seeking authorization to construct two 50' long bridges to improve
vehicular access within the property. Each bridge would measure 18' wide, would span
the entire width of the waterbodies and would be elevated more than 6' above the normal
water level. Riprap would be installed landward of the §404 wetland lines to the road
beds and the road approach to the bridges would be graded and filled to match the
elevation of the bridges. The narrative states no new impervious surfaces are proposed.
The area of riprap on either side of each bridge (four areas in all) would each measure
approximately 30' in length by 3'-12' in width (see Sheets 6 & 7 for side view details). A
small retaining wall would also be installed on the southern side of the project area to
prevent impacts to the adjacent §404 wetlands. The retaining wall would measure

approximately 10' in length with two angled wingwalls, each measuring approximately
5' in length (see Sheet 5A).
10. ANTICIPATED IMPACTS:
Approximately 7,800 square feet (0.18 acres) of high ground would be graded and filled
as a result of this project. The bridges would span approximately 954 square feet of
Public Trust Area. No §404 wetland fill is proposed. Navigation appears to be limited to
small vessels such as canoes, kayaks and possibly small john boats, so navigation should
not be adversely impacted due to the 6' height of the bridges. Temporary increases in
turbidity should be expected to result.
Submitted by: Heather Coats Date: 6/12/2015 Office: Wilmington
RECEIVED
JUN 16 10b

Project Narrative
5/12/2015
CAMA Major Permit Application
Orton Plantation Holdings, LLC
Allen's Creek Vehicular Timber Bridges
Orton Plantation Holdings, LLC is submitting a CAMA Major Permit application for authorization
to construct two timber vehicular bridges within the Orton Plantation property. The proposed
bridges would span Allen's Creek/Lilliput Creek just east of McKinzie Pond. Located on the
western side of NC HWY 133, Allen's Creek/Lilliput Creek in this location is classified by the NC
Environmental Management Commission (NC EMC) as "C: Sw" waters. The NC Marine Fisheries
Commission (NC MFC) defines the waters as inland waters. There is no coastal marsh at the
crossing locations. The Public Trust Area AEC and the Public Trust Shoreline AEC are the only
two AECs located in the proposed work area.
Lilliput Creek and Allen's Creek (including McKinzie Pond) extend from NC HWY 133 west to the
Town of Boiling Springs Lake. Orton Plantation property extends the same length, with
property both north and south of the creeks. The proposed bridges would completely span two
branches of the stream to provide a single crossing location for the movement of vehicles and
equipment throughout Orton property. Existing dirt roads are present throughout the
property, and the currently requested bridges would be located at a previously established
crossing location. Remnants of the former crossings remain, with portions of the concrete
footers and some wooden pilings remaining in the creek.
Bridge A would cross the northern branch where the creek is approximately 23 feet wide with
water depths of -5' NW L. The combined width of the creek and wetlands along the slope of
the creek is 28 feet. Bridge B would cross the southern branch where the width of the creek
and very limited wetlands along the slope is 40 feet. Water depths at Bridge B are -8.5' NWL.
Both bridges would completely span the creek with no pilings or other support structures in the
waters or wetlands. The total length of both bridges would be 50 feet, allowing support
structures to be placed at either end on upland areas. Wing walls would be placed at the ends
of the bridges, and rip rap would be placed along the upland slope (above wetlands) to prevent
erosion at the support pilings. Both bridges would be 18 feet wide and would be located a
height of V-4.5" above the normal water level elevation to allow for navigation by small boat
(such as a canoe or kayak) under the bridge.
Wing wall backfill and elevation of the existing dirt road approach surfaces is required to
achieve the height of the bridge spans above the water surface. Appropriate silt fencing will be
installed to prevent sediment movement beyond the work area. The finish side slopes will be RECEIVED
stabilized with a vegetative ground cover. No new impervious surfaces are proposed.
1UN 16 2015
"44-wnw L14K
RECEIVED
DCM WILMINGTON, NC
MAY 12 2015

DOE M1`-1
APPLICATION for
major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Orton Plantation Holdings, LLC
Orton Plantation-Allen's Creek (Lilliput Creek) Bridges
Applicant 1: First Name
MI
Last Name
Peter
Tally
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
17th Floor, 1251 Avenue of the Americas
NA
New York
NY
ZIP
Country
Phone No.
FAX No.
10020
USA
212 - 782 - 6295 ext. NA
NA -
Street Address (d different from above)
City
State
ZIP
NA
NA
NA
NA -
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Land Management Group Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Steve
Morrison
Agent/ Contractor 2: First Name
MI
Last Name
Laura
Stasavich
Mailing Address
PO Box
City
State
3805 Wrightsville Ave., Suite 15
NA
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910-452-0001
ext.
ext.
FAX No.
Contractor #
910 452 0060
NA
Street Address (if different from above)
City
State
ZIP
NA
Na
NA
NA- JUN 16
Email
Fn.w;-wlnu ,
[e-mail]; [e-mail]
<Form continues on back>
RECEIVED
DCM WILMINGTON, NC
4!,
MAY $ 7 Z015
252-808-2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
terminus of Telegraph Road
off of NC Hwy 133
Subdivision Name
City
State
Zip
Orton Plantation
Winnabow
INC
28479 -
Phone No.
Lot No. (a) (if many, attach additional page with list)
N/A - ext.
N/A, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
ne �
Allen's Creek / Lilliput 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
Cape Fear 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.
Brunswick County
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
several miles along LiliputtAllen Creek
two parcels=6,900-ac within overall Orton Plantation
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NA, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0-40' ®NHW or ❑NWL
e.
Vegetation on tract
Vegetation in area of proposed bridges includes longleaf and loblolly pine, holly, wax myrtle, red cedar, switchcene. No
coastal marsh vegetation at proposed crossing locations.
f.
Man-made features and uses now on tract
Parcels are largely managed land (restored pine savannah) with existing dirt roads, water control structures, stables,
equipment sheds and caretaker house.
g.
Identity and describe the existing land uses adjacent to the proposed project site.
Undeveloped property; residential.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
CO -RR, Rural Low Density Development
(Attach zoning compliance certificate, 1 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
IJ4:YtldWn
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [INA
National Register listed or eligible property?
• .�v�. v CV
<Form continues on next page> DCM WILMINGTON, NC
MAY 2 7 2015
Lb]
Ob
mull"
252.808.2808 :: 1-888-4RCOAST :: www. nccoasta lma nagement. net

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? SYes []No
(n) Are there coastal wetlands on the site? []Yes SNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? SYes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On -site septic for existing strucutures. No new wastewater treatment required.
o. Describe existing drinking water supply source.
On -site wells for existing structures. No additional water supply needed.
p. Describe existing stone water management or treatment systems.
No on -site stormwater treatment systems for the existing dirt road at the proposed bridge crossings.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? []Commercial ❑PublidGovemment
SPrivatelCommunity
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose is to provide vehicular access to both sides of Allen's/Lilliput Creek without accessing HWY 130, as needed for
efficient movement of vehicles and equipment throughout the Orton Plantation property. Bridges will be for private use and
will provide equipment access to maintain the restored ecosystems througout the property. It is noted that Orton Plantation
parcels 1440000114 and 1440000105 extend from HWY 133 to the Town of Boiling Springs Lake. Lilliput Creek and Allen's
Creek also extend from Hwy 133, along the boundary of these two parcels, for the length of the property. The proposed
bridges would replace former crossings and would be located along an existing road. The bridges will completely span the
creek and the adjacent wetlands and no direct impacts will result.
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.
Standard construction methods and equipment.
Equipment to be strored on upland portions of the property.
d.
List all development activities you propose.
Construction of two 50 Ift timber bridges which will completely span Allen's Creek and the adjacent wetlands.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New bridges (replacement of former
crossing)
f.
What is the approximate total disturbed land area resulting from the proposed project? —7,800 SSq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area SYes ❑No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the state are proposed. RECEIVED
JUN 16 20b
l,�rsua•ugny b'.µ
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes SNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No SNA
j.
Is there any mitigation proposed? ❑Yes []NO SNA
If yes, attach a mitigation proposal. DCM W ILMINGTO
MAY 2 7 2015
NC
252.808-2808 .. 1.888-4RCOAST .. www.neeoastalmanagement.net

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
<Fonm 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) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name NC Department of Transportation Phone No.
Address 300 Division Road Wilmington, NC 28401
Name John and Carolyn Lewis Phone No.
Address 120 Delham Court, Wilmington, NC 28412
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernittee, and issuing dates.
SAW-2011-00624 COE Jurisdictional Determination, Orton CAMA General Permit No. 56605, DCM, Orton Plantation
Plantation Holdings, LLC, 8/22/11 Holdings, LLC, 5/26111
CAMA Major Permit No. 65-02, DCM, Transfer to Orton SAW-2011-00624 COE Nationwide 3 Permit, Orton Plantation
Plantation Holdings, LLC, 3/17/11 Holdings, LLC, March, 2012
CAMA Major Permit No. 83-12, DCM, Orton Plantation
Holdings, LLC, 7/17/12
h. Signed consultant or agent authorization forth, 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.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge. RECEIVED
Date _Revised May 26, 2015 Print Name Steve Morrison (Agent) LMG Inc.
Lu
Signature
Please indicate application attachments pertaining to your proposed project. RECEIVED
®DCM MP-2 Excavation and Fill Information SDCM MP-5 Bridges and CulvertsDCM WILMINGTON, NC
[]DCM MP-3 Upland Development
MAY 2 7 2015
252-808-2808 .. 1.888.4RCOAST ., www.nccoastaimanagement.net

Note: All parcels comprising Orton Plantation are not shown.
Two parcels shown for orientation and reference relative to
proposed timber bridges only.
LMG ,
'. iYT 4P
w .LMGroupxet
Phone: [phone] •1.886.LMG.1078
Fax [phone]
3805 Wriahtsville Avenue
ermap, increment P Corp.,
tg Kon ), Esri (Thailand),
;ontn1hL tors, and the GIS User
RECEIVED
JUN 16 2015
W614-OIIhw 43W
SCALE 1" = 5000'
CAMA Major Permit Application Project Location Map
Orton Plantation, Brunswick County, NC
Allen's Creek Timber Vehicular Bridges zL hoxtl of 9
CM WILMINGTON, NC
May 12, 2015
1015

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
❑DCM MP-4 Structures Information
RECEIVED
JUN 18 106
RECEIVED
DCM WILMINGTON, NC
MAY 2 7 2015
252-808-2808 .. 1.888.4RCOAST .. www.nccoastaimanagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
N/A
N/A
N/A
WA
N/A
N/A
N/A
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1.
EXCAVATION
0This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b. Type of material to be excavated.
cubic yards.
c.
(i) Does the area to be excavated include coastal wetlands/marsh
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2.
DISPOSAL OF EXCAVATED MATERIAL
0This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
❑Yes ❑No ❑NA
III) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water? RECEIVED
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected? JUN 16 2015
pi, 4-tvin11 %rkIJ4
RECEIVED
DCM WILMINGTON, NC
MAY 2 7 2015
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length: 4 sections. each -30'
❑Bulkhead MRiprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 0- Will not be
placed waterward of NWL
e. Type of stabilization material:
Rip rap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill N/A Riprap None
Breakwater/Sill N/A Other N/A
i. Source of fill material.
per contractor delivery
Width: 4 sections. each -3' to 17
d. Maximum distance waterward of NHW or NWL: 0- Will not be
placed waterward of NWL
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
N/A
h. Type of fill material.
Rip rap waterward of bridge wing walls
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouaht to the site? ®Yes ❑No DNA b. (i) Will fill material be placed in coastal wetlandsimarsh (CW),
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt fencing along graded areas; permanent stablization by
vegetation
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
N/A
Date
Orton Plantation - Allen's Creek (Lilliput Creek) Bridges
Project Name
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
OWL ®None
(ii) Describe the purpose of the fill in these areas:
N/A
b. What type of construction equipment will be used (e.g., dragline,
backhce, or hydraulic dredge)?
Standard construction equipment- dumptrudt, pile driver
RECEIVED
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No DNA JUN 18 10n
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts. W�'M'w/hw (;av
N/A RECEIVED
UUM WILMINGTON, NC
-�ilyL r roRRfSvJ (/►6FrT/
Applicant Name
Applicant Signature
252-808-2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

Ferro IN 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: b. Water body to be crossed by bridge:
❑Commercial ❑Public/Govemment ®Private/Community Allen's Creek (upper end of Lilliput Creek)
c. Type of bridge (construction material):
Bridges A and B - Timber
e. (i) Will proposed bridge replace an existing bridge? []Yes ®No
If yes,
(ii) Length of existing bridge: N/A
(iii) Width of existing bridge: N/A
(iv) Navigation clearance underneath existing bridge: N/A
(v) Will all, or a part of, the existing bridge be removed?
(Explain) Note: Bridges will replace former crossings,
of which only debris remains. Concrete footers and
wooden piles remain in the creek and would be
removed for construction of new bridges.
g. Length of proposed bridge: Bridge A= 50 ft. Bridge 13=50 ft.
I. Will the proposed bridge affect existing water flow? ❑Yes ®No
If yes, explain: Bridges will completely span creek. No
pilings will be placed in the wetlands or creek bed.
k. Navigation clearance underneath proposed bridge: 64.5" above
NWL
m. Will the proposed bridge cross wetlands containing no navigable
waters? ❑Yes ®No
If yes, explain: Bridge will span wetlands fringing Allen's
Creek.
d. Water depth at the proposed crossing at NLW or NWL:
Bridge A= -5' NWL. Bridge B= -8.5' NWL
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert: N/A
(III) Width of existing culvert: N/A
(iv) Height of the top of the existing culvert above the NHW or
NWL: N/A
(v) Will all, or a part of, the existing culvert be removed?
(Explain) N/A
h. Width of proposed bridge: Bridge A= 18 ft. Bridge B=18 ft.
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ®No
If yes, explain:
n. Height of proposed bridge above wetlands: 5' to 6' above
wetlands
RECEIVED
1UN 16 10t
W%. V,-twno U"�.
2. CULVERTS ®This section not applicable
a. Number of culverts proposed:
b. Water body in which the culvert is to be placed:
RECEIVED
252-808-2808 u: 1.888-4RCOAST :: w rw.ncceaslalm_ anagement.net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
< 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)
I. 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. (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)
g 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
a.
(i) Will the 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: N/A
(iii) Avg. width of area to be excavated: N/A
(iv) Avg. depth of area to be excavated: N/A
(v) Amount of material to be excavated in cubic yards: N/A
c. (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: N/A
(iii) Avg. width of area to be excavated: N/A
(iv) Avg. depth of area to be excavated: N/A
(v) Amount of material to be excavated in cubic yards: N/A
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
(ii) Describe the purpose of the excavation in these areas:
N/A
JUN 1 8 20b
4A.W.•jWMLj L:ux
RECEIVED
DCM WILMINGTON, NC
252-808.2808 :: 1.888.4RCOAST :: vvvvw.nccoastalmanagement. net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
it. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: N/A
(ii) Dimensions of the spoil disposal area: N/A
(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 wetlandstmarsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑$AV OWL ❑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: N/A
(iii) Avg. width of area to be filled: N/A
(iv) Purpose of fill: N/A
g. (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: —340 feet
(iii) Avg. width of area to be filled: — 30 feet
(iv) Purpose of fill: Upland wing wall backfill and approach
road elevation to achieve bridge span above water.
(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 (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
N/A
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: N/A If yes, explain: N/A
ncr•cvm
If this portion of the proposed project has already received JW is 20
approval from local authorities, please attach a copy of the Wt„(ulylanlJ ¢:ILA
approval or certification.
< Form continues on back> RECEIVED
DCM WILMINGTON, NC
MAY 12 2015
2S2-808-2808 :: t-0884RCOAST :: www.noeoastalmanagement.net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 4 of a)
c. Will the proposed project require any work channels?
❑Yes ®No
If yes, complete Form DCM-MP-2.
d. How will excavated or fill material be kept on site and erosion
controlled?
Silt fences will be installed around upland work areas and
landward of the wetland line during construction. Rip
rap around the bridge piles will provide permanent
stabilization along the creek slope above wetlands.
e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)? ❑Yes ®No
Standard construction equipment such as pile drivers, If yes, explain steps that will be taken to avoid or minimize
dumptrucks, and small excavators for placement of backfill environmental impacts.
and rip rap. N/A
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.
`S� Z��S
Date
Orton Plantation-Allen's Creek (Lilliput Creek) Bridges
Project Name
Orton Plantation Holdings, LLC
Applicant Name •� //
, iVL!rfoRQ{2ow N`
Applicant Signature
RECEIVED
JUN 16 2915
"Oe, ugrtu W:Ny,
RECEIVED
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOA3T :: www.nccoastalmanagement.net revised: 10/26/06

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Orton Plantation Holdings, LLC
COUNTY: Brunswick
PROJECT NAME: Orton Bridges at Telegraph Road
LOCATION OF PROJECT: terminus end of Telegraph Rd, adjacent to Allen's Creek, in Winnahow
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 6-9-15
FIELD RECOMMENDATION: Attached: YES
CONSISTENCY DETERMINATION: Attached: n/a
FIELD REPRESENTATIVE: Coats nn /� �1 I
DISTRICT MANAGER REVIEW: J� y
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE REC`D: 6-17-15
ADJ. RIP. PROP NOTICES RECD:
APPLICATION ASSIGN�EyD TO:
C) 75 DAY DEADLINE: OI"(5
MAIL OUT DATE: 6-12-15
FEDERAL DUE DATE:
DENY DRAFT ON
PERMIT FINAL ACTION: ISSUE_
AGENCY
r
Management - Regional Representative
Management - LUP Consistency
of Community Assistance
uality Section (DEMLR)
n of Water Resources (401)
Storm Water Management (DEMLR)
State Property Office
Division of Archives & History
Division of Environmental Health
Division of Highways
Wildlife Resources Commission
Local Permit Office
Division of Marine Fisheries / DCM
Corps of Engineers
DATE OBJECTIONS:
COMMENTS YES NO
RETURNED
6tl2L//S
C/t1/h
5//5 1 -1L
To Be Forwarded: n/a
To Be Forwarded: n/a
DISTRICT OFFICE: WUM17VGTON
FEE REC'D: $250
END OF NOTICE DATE: 7-8-15
DEED RECD:
ON: 4 j I - f %
150 DAY DEADLINE:
STATE DUE DATE: 7-8-15
FED COMMENTS REC'D:
NOTES
REEL.RECEivED
/sue
w5

Recommendations for State Permit- Orton Plantation Holdings, LLC 6/12/15
It is the opinion of this office that the proposed project is consistent with the Use Standards for Public
Trust Areas in 07H .0207 & 07H 0208. A new dirt roadway/bridge approach is proposed within the 30'
Public Trust Shoreline AEC; however, it would lead directly to/from the bridges and should therefore be
considered water dependent. Additionally, the narrative states that no new impervious surfaces are
proposed. A condition could be included in the permit to prohibit impervious surfaces within the 30'
Public Trust Shoreline AEC. It should also be noted that one adjacent riparian property owner
notification has been received. Notice has been left for Lewis, but has not yet been received. In the
absence of any concerns from the commenting agencies, it is recommended that a permit be issued
subject to the following conditions:
1. The bridge shall be elevated a minimum of 6' above normal water level (NWL) and shall not
cause an unacceptable interference with navigation.
2. 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.
3. Any development or land disturbing activity that is considered non -water dependent is not
authorized within 30 feet of the normal high water level unless specifically exempted by Coastal
Resource Commission (CRC) regulations in place at the time of such development.
4.
5. No wetland shall be excavated or filled, even temporarily.
6. The temporary placement or double handling within waters or vegetated wetlands is not
authorized.
7. In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
8. Aground cover sufficient to restrain erosion shall be provided within 30 calendar days of
completion of any phase of grading on cut or filled slopes.
9. The retaining wall shall be structurally tight so as to prevent seepage of backfill materials through
the structure.
10. If the crossing of wetlands is necessary, temporary construction mats shall be utilized for the
areas to be crossed. The temporary mats shall be removed immediately upon completion of
construction.
11. The retaining wall shall be solid and constructed of treated wood, concrete slabs, metal or vi%YbEIVED
sheet piles or other suitable materials approved by Division personnel.
JUN 16 2015
12. The retaining wall shall be constructed prior to any backfilling activities. u..ru.Wn'J "ay..
13. The 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.
14. 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.
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.
RECEIVED
JUN 16 7015
L —m-tWnU t,.u.v.

AA
WENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 30, 2015
Orton Plantation Holdings, LLC
Mr. Peter Talty
1251 Avenue of the Americas, 17's Floor
New York NY 10020
Donald R. van der Vaad
Secretary
DWQ Project # 15-0617
Brunswick County
Subject Property: Orton Plantation — Allen's Creek (Lilliput Creek) Bridges
NO WRITTEN CONCURRENCE NEEDED
Dear Mr. Talty,
You have our approval, in accordance with the attached conditions to construct two bridges as described
in your application received by the N.C. Division of Water Resources (DWR) on June 19, 2015. After
reviewing your application, we have decided that the impacts are below the threshold for written
authorization as long as all conditions of General Water Quality Certification Number 3886 (GC3886) is
met. This certification may also be viewed on our website at
littp://portal.ricdeiir.ora/web/Wq/swp/ws/401/certsandpermits.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is
thereby responsible for complying with all conditions. If total fills for this project (now or in the
future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions of Certification:
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
Certificate of Completion to the 401/Wetlands Unit, North Carolina Division of Water Resources,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms
to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
1617 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone]Internet: www.nodenr.gov
An Equal Oppommityl Affumatve Acton Employer- Made in part by recycled paper

OrtonPlantation—Allen's C=koridges
Brunswick County
i
2015-0617
Violations of,any,condition herein set6orthlmay result in revocation of this,Certification and may,
result in crimihal and/or civil penalties.. The:authorization to,proceed with your proposed impacts or to conduct.impactsto waters as depicted in, your application and as authorizedby this
Certification shall expire, upon expiration of the 404 or CAMA Permit.
This,letter completes;the review of the Division of Water Resources .under Section 401 of the Clean
Water Act, If you have any'questions, please -telephone KarenHiggins in the CentraLOffice,in
Raleigh at 919-807-6301 or Chad Coburn in the.DWR Wilmington,Regional Office at-9:107796- ,
7215.
Sincerely, -
Chad Coburn
Senior Environmental. Specialist
Wilmington Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
Enclosures: GC3886
Certificate of Completion
cc: Laura Stasavich - Land Management Group, Inc„ 3805 Wrightsville Avenue, Suite 15,
Wilmington, NC 28403
Kyle Dahl.— USACE Wilmington Field Office
401 & Buffer Permitting Unit — FILE COPY
iRO
I

QUA
AW-
NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory Donald R. van der Vaart
Governor
Secretary
June 12, 2015 RECEIVED/NCDENR/DWR
MEMORANDUM:
JUN 12 2015
TO: Chad Coburn
401 Wetlands Water Quality Regional
Operations section
DWR - WiRO Wilmington Regional office
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Orton Plantation Holdings, LLC
Project Location: terminus end of Telegraph Road (off of Hwy 133), adjacent to Allens Creek,
in Winnabow, Brunswick County
Proposed Project: to construct two bridges
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by July 8, 2015. If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: 1,- 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.
SIGNED DATE 0-7/36/15 - 2p FI rr)
N.C. Division of Coastal Management AU6 U 8 2M
127 Cardinal Drive Ext., Wilmington, NC 28405� E r++
Phone: [phone] FAX: 910-39"954 Internet: www.nccoastalmanaaement net
An Equal Opportunity 1 Afinnalive Acdon Employer

Huggett, Doug
From: Crumbley, Tyler SAW <[e-mail]>
Sent: Thursday, July 30, 2015 12:28 PM
To: Steve Morrison; Coburn, Chad; Huggett, Doug
Subject: RE: Coiast Guard letter re: bridges at ORTON PLANTATION
Thanks Steve. I will go ahead process this under NWP14 for work in Section 10 waters
-Tyler
Tyler Crumbley
Project Manager
U.S Army Corps of Engineers -Wilmington District Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone: [phone]
Fax: [phone]
email: [e-mail]
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0
-----Original Message -----
From: Steve Morrison [maiito:[e-mail]
Sent: Thursday, July 30, 2015 12:15 PM
To: [e-mail]; Crumbley, Tyler SAW; [e-mail]
Subject: [EXTERNAL] Coiast Guard letter re: bridges at ORTON PLANTATION
See below and Coast Guard letter attached exempting project from CG bridge permitting. Thanks.
Steve Morrison 1 Environmental Consultant
Direct: 452-0001 x 1903 1 Fax: [phone] Mobile: [phone]
Email: [e-mail] I Website: BLOCKEDlmgroup.netBLOCKED
Land Management Group, Inc I Environmental Consultants
3805 Wrightsville Avenue I Suite 15 1 Wilmington, N.C. 28403

L1MG Logo Environmental
From: Pitts, Hal R CIV fmailto:[e-mail]
Sent: Thursday, July 30, 2015 11:59 AM
To: Steve Morrison
Subject: LILLIPUT CREEK (ALLEN'S CREEK) ON ORTON PLANTATION
Mr. Morrison,
1. I've attached a copy of the letter. It will be sent via mail to the owner with a copy to LMG.
2. Please contact me with any questions.
Very Respectfully,
Mr. Hal R. Pitts
Chief, Bridge Branch
Fifth Coast Guard District
431 Crawford Street
Portsmouth, VA 23704
[phone]

Huggett, Doug
From: Steve Morrison <[e-mail]>
Sent: Thursday, July 30, 2015 12:15 PM
To: Coburn, Chad; [e-mail]; Huggett, Doug
Subject: Coiast Guard letter re: bridges at ORTON PLANTATION
Attachments: [Untitled].pdf
See below and Coast Guard letter attached exempting project from CG bridge permitting. Thanks.
Steve Morrison I Environmental Consultant
Direct: 452-0001 x 1903 1 Fax: [phone] Mobile: [phone]
Email: smorrisonCa7lmgrouo. net I Website: www.imciroui).net
Land Management Group, Inc 1 Environmental Consultants
3805 Wrightsville Avenue I Suite 15 1 Wilmington, N.C. 28403
.L G
;LAND 1VIANAGEMEN;T'GROUP, INC.
Env1r'ohmenaia! Cons,ul,i[d;rirs,
From: Pitts, Hal R CIV fmailto:Hal. R.Pitts(aluscg.mil]
Sent: Thursday, July 30, 2015 11:59 AM
To: Steve Morrison
Subject: LILLIPUT CREEK (ALLEN'S CREEK) ON ORTON PLANTATION
Mr. Morrison,
1. I've attached a copy of the letter. It will be sent via mail to the owner with a copy to LMG.
2. Please contact me with any questions.
Very Respectfully,
Mr. Hal R. Pitts
Chief, Bridge Branch

Fifth Coast Guard District
431 Crawford Street
Portsmouth, VA 23704
[phone]

U:S. Department Of Commander 431 Crawford Street
Homeland Security United States Coast Guard Portsmouth, Va. 23704-5004
Fifth Coast Guard District Staff Symbol: (dpb)
United States Phone: [phone]
Fax: [phone]
Coast Guard Email: Hal.R.Pitts(a)usco.mil
Or CGDFivearidaes(a)usca.mil
16590,
30 July 2015
Mr. Peter Talty
Orton Plantation Holdings LLC
17d' Floor, 1251 Avenue of the Americas
New York, NY 10020
Dear Mr. Talty:
This is in response to a request, from Land Management Group Inc., on July 29, 2015 related to
the construction of two timber bridges over the Lilliput Creek (Alien's Creek) on the Orton
Plantation, Brunswick County, North Carolina.
The locations of the proposed bridges were found to be exempt from United States Coast Guard
bridge permit requirements. The fact that a Coast Guard bridge permit is not required does not
relieve you of the responsibility for compliance with the requirements of any other Federal,
State, or local agency who may have jurisdiction over any aspect of the project.
In addition, navigational lighting at the aforementioned bridge is not required, as per Title 33
Code of Federal Regulations, Part 118.40 (b).
If you have any questions regarding this matter, please contact me at the above phone number or
email address.
Sincerely,
wl-� ,
,vs
HAL R. PITTS
Bridge Program Manager
By direction of the Commander
Fifth Coast Guard District
Copy: Land Management Group Inc.

Huggett, Doug
From: Steve Morrison <[e-mail]>
Sent: Wednesday, July 29, 2015 4:16 PM
To: Huggett, Doug
Subject: Proposed bridges, Orton Plantation Holdings, LLC
Doug,
FYI. See below email chain resulting in no Coast Guard bridge permitting being required. I have forwarded to Tyler
Crumbley (Corps) and Chad Coburn (DWR). Thanks.
Steve Morrison I Environmental Consultant
Direct: 452-0001 x 1903 1 Fax: [phone] Mobile: [phone]
Email: smorrison()lmgroup. net I Website: www.lmgrout).net
Land Management Group, Inc I Environmental Consultants
3805 Wrightsville Avenue I Suite 15 1 Wilmington, N.C. 28403
LMG
LAND MANAGEMENT GROUP 1xc.
Environmental Consultants
From: Pitts, Hal R CIV rmailto:HaI.R.Pitts(cbusca.mil]
Sent: Wednesday, July 29, 2015 4:01 PM
To: Steve Morrison
Subject: RE: proposed bridges
Mr. Morrison,
1. I will be sending a letter to the bridge owner, information to LMG, to reflect the Coast Guard's determination
that the two timber bridges over Lilliput Creek in the location specified are exempt from bridge permitting by
the Coast Guard. The letter will be prepared and sent later this week.
2. Please contact me if your need any additional information. Also, please plan to request any future permit
determinations in advance to avoid project delays.

Very Respectfully,
Mr. Hal R. Pitts
Chief, Bridge Branch
Fifth Coast Guard District
431 Crawford Street
Portsmouth, VA 23704
[phone]
-----Original Message -----
From: Steve Morrison fmailto:[e-mail]]
Sent: Wednesday, July 29, 2015 3:51 PM
To: Pitts, Hal R CIV
Subject: RE: proposed bridges
Steve Morrison I Environmental Consultant
Direct: 452-0001 x 1903 1 Fax: [phone] Mobile: [phone]
Email: [e-mail] I Website: www.lmgroup.net <http://www.lmgroup.net/>
Land Management Group, Inc I Environmental Consultants
3805 Wrightsville Avenue I Suite 15 1 Wilmington, N.C. 28403
LMG Logo Environmental
Hal,
Responses to questions:
A. The water at the bridges site is above the influence of the tides with no coastal marsh present, only tree
canopy.
e
C. No

D. No.
E. Very rare kayak, canoe, jon boat possible. I've never seen anyone else on the water. Highway bridge miles
downstream has only about a 3' clearance over the water and this blocks most if not all boat traffic.
Thanks.
From: Pitts, Hal R CIV fmailto:Hal.R.Pittskuscg.mil]
Sent: Wednesday, July 29, 2015 3:28 PM
To: Steve Morrison
Subject: RE: proposed bridges
Mr. Morrison,
1. I've scanned the documentation, reviewed our resources and viewed the proposed bridge site via Bing.
2. Please provide me the following: (The responses to these questions may appear obvious, but I need the
responses)
A. Is the waterway at the location of the proposed bridge tidal or non -tidal?
B. Is there any interstate commerce currently using the waterway in the vicinity of the proposed bridge?
C. Is the waterway in the vicinity of the proposed bridge susceptible for use by interstate commerce?
D. Is the waterway in the vicinity of the proposed bridge susceptible with reasonable improvement for use by
interstate commerce?
E. What types of vessels, if any, presently use the waterway?
3. Please reply at your earliest convenience.
Very Respectfully,
Mr. Hal R. Pitts
Chief, Bridge Branch
Fifth Coast Guard District
431 Crawford Street
Portsmouth, VA 23704
[phone]
-----Original Message -----
From: Steve Morrison Finailto:[e-mail]

Sent: Wednesday, July 29, 2015 2:07 PM
To: Pitis, Hal R CIV
Subject: proposed bridges
Hal,
Have you had a chance to look at the submittal I sent? Is there any chance we could get a decision today? The
reason I ask is that the NC Division of Water Resources now says they need to put the review on "hold" unless
they know we have resolved this very quickly, since their allowed review period is almost up. Sorry for the
rush, but a "hold" could add yet another layer of complication to this pretty simple proposal. Thanks.
Steve Morrison I Environmental Consultant
Direct: 452-0001 x 1903 1 Fax: [phone] Mobile: [phone]
Email: smorrisonnlmeroumnet <mailto:[e-mail]><mailto:smorrisonnalmeroup.net%3e>
Website: www.lm2roui).net <http://www.lmgroup.net/> <http://www.lmgroui).net/%3e>
Land Management Group, Inc I Environmental Consultants
3805 Wrightsville Avenue I Suite 15 1 Wilmington, N.C. 28403
LMG Logo Environmental

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: SAW-2015-01379 County: Brunswick USGS Quad: NC -Carolina Beach
GENERAL PERNHT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Peter Talty: Orton Plantation Holdings
Address: 17th Floor, 1251 Avenue of the Americas
New York, NY 10020
Telephone No.: 212-782-6295
Size and location of property (water body, road name/number, town, etc.): The project site is located at
the terminus of Telegraph Rd. on Orton Plantation, over Lilliput Creek, Winnabow, Brunswick
County, North Carolina. Coordinates are: 34.0754555 N,-77.984192 W.
Description of projects area and activity: Project is proposed to construct two new timber bridges
over Lilliput Creek to provide a single crossing over two branches of the creek. The bridges will be
used for vehicular and equipment movement throughout Orton Property. No wetland or stream
impacts are proposed. Authorization is solely for work over Section 10 waters.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 14
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your plans submitted on 16 June, 2015. Any violation of the attached conditions or
deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation,
unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
RECEIVED
AUG 12 1015
t�'Jw awn sr am,

If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Tyler Crumbley at ,910-225141
Corps Regulatory Official Tyler Crumblev �G✓ w� te: 7 August, 2015
Expiration Date of Verification: 18 March, 2017
2ECENED
AUG l 2 1D15
�w..pMnw 1aHn

Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the
permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued —. Action ID
Basis of Jurisdictional Determination: The site contains stream channels that exhibit indicators of ordinary high
water marks. The stream channel on the property is Lilliput Creek. Lilliput Creek is subject to the ebb and flow of
the tide and is Section 10 navigable, and flows into the Cape Fear River, which is also Section 10 Navigable.
Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for
the particular site identified in this request. The delineation/determination may not be valid for the wetland
conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or
anticipate participation in USDA programs, you should request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Appeals Information: (This information does not apply to preliminary determinations as indicated by paragraph A.
above).
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that
approved jurisdictional determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will
find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal
this determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Program
Attn: Tyler Crumbley, Project Manager
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the
criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of
the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address within 60
days from the Issue Date below.
"It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.*"
RECEIVED
AUG 12 2015
t+rl► "Aw 1*"*

Corps Regulatory Official: Tyler Crumble
Issue Date: 7 August, 2015 Expiration Date: Five years from Issue Date
Copy Furnished:
�gSW
Morehead City Regional Office
North Carolina Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Ms. Heather Coats
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Ext
Ms. Laura Stasavich
Land Management Group, Inc.
3805 Wrightsville Ave., Suite 15
Wilmington, North Carolina 28403
RECEIVED
AUG 12 2gg
"U"*6 41

Permit Number: SAW-2015-01379
Permit Type: NW 14
Name of County: Brunswick
Name of Permittee: Peter Talty; Orton Plantation Holdings
Date of Issuance: 7 August, 2015
Project Manager: Tyler Cnunbley
Upon completion of the activity authorized by this permit and any mitigation required by the
permit, sign this certification and return it to the following address:
U.S. Army Corps of Engineers
Attention: CESAW-RG
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army
Corps of Engineers representative. If you fail to comply with this permit you are subject to
permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and conditions of the said permit, and required mitigation was
completed in accordance with the permit conditions.
Signature of Permittee
Date
RECEIVED
AUG 12 2015
' c"w zl Grta

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
PE
Applicant: Peter Talty; Orton Plantation Holdings File Number: SAW-2015- Date: 7 August, 2015
01379
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
X
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an adiiinistrative appeal of the above
decision. Additional information may be found at http://www.usace.army.miUCECW/Pages/reg_jnaterials.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the
Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit,
including its terms and conditions, and approved jurisdictional determinations associated with the permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections
must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the
future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your
concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should
be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your
reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the
Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit,
including its terms and conditions, and approved jurisdictional determinations associated with the permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may
appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending
the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section lI of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide
new information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be receive the
division engineer within 60 days of the date of this notice. RECO
AUG I d Iu,

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding
the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which
may be appealed), by contacting the Corps district for further instruction. Also you may provide new information
for further consideration by the Corps to reevaluate the JD.
SECTION H - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of
the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the
administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide
additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATIOW '
If you have questions regarding this decision and/or the appeal process
If you only have questions regarding the appeal process you may
you may contact:
also contact:
Tyler Crumbley, Regulatory Project Manager
Mr. Jason Steele, Administrative Appeal Review Officer
USACE, Regulatory Division
CESAD-PDO
69 Darlington Avenue
U.S. Army Corps of Engineers, South Atlantic Division
Wilmington, NC 28403
60 Forsyth Street, Room I0M15
910-251-4170
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to
conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site
investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Tyler Crumbley, 69 Darlington Avenue,
Wilmington, North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele22rrENED
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 33=
8801 2 1015
Phone: [phone] pUG 1

NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
June 12. 2015
MEMORANDUM:
TO: Shannon Jenkins
NC DMF
Shellfish Sanitation Section
Donald R. van der Vaart
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Orton Plantation Holdings, LLC
Project Location: terminus end of Telegraph Road (off of Hwy 133), adjacent to Allens Creek,
in Winnabow, Brunswick County
Proposed Project: to construct two bridges
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by July 8, 2015. If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in depth
comments with supporting data is 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.
/-'or 6k4& .Tge.%lh , �5
SIGNED �(�� DATE
N.C. Division of Coastal Management Jul 3 0 IBIS
127 Cardinal Drive Ext„ Wilmington, NC 28405
Phone, 910-796-72151 FAX: [phone] Internet, www.nccoastalmanagement.net
An Equal Opportunity 1 Alfimiative Action Employer

A4 5A.
NCDENIt
North Carolina Department of Environment and Natural Resource
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 12, 2015
MEMORANDUM:
TO: Gregg Bodner
Fisheries Resource Specialist
DCM, Morehead City
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant tOrton-Plantation'Woldings _LLG
Project Location: terminus end of Telegraph Road (off of Hwy 133), adjacent to Allens Creek,
in Winnabow, Brunswick County
Proposed Project: to construct two bridges
Please indicate below your agency's position:or viewpoint on the proposed project and
return this form to Doup Hupgett at the address above by[JulyB 20.15 If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in depth
comments with supporting data is 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.
SIGNED1�'!_ —�y� DATE
N.C. Division of Coastal Management
RECENED
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www,nccoastaimanagement.net
JUN 16 1015
An Equal Opponunily I ARrmarve Action Employer
r�,Cgov/rih t?lrr

X
Huggett, Doug
From: Laura Stasavich <[e-mail]>
Sent: Wednesday, July 08, 2015 10:31 AM
To:_ Coburn, Chad; Crumbley, Tyler SAW
Cc: Huggett, Doug; Dahl, Kyle J SAW; Coats, Heather; Steve Morrison
Subject: RE: SAW-2015-01379_Orton Plantation Telegraph Road Bridges
Chad,
I will let you know as soon as we have word back from USCG.
Thanks -
Laura
From: Coburn, Chad fmailto:chad.coburn(@ncdenr.govl
Sent: Wednesday, July 08, 2015 10:25 AM
To: Laura Stasavich; Crumbley, Tyler SAW
Cc: Huggett, Doug; Dahl, Kyle J SAW; Coats, Heather
Subject: RE: SAW-2015-01379_Orton Plantation Telegraph Road Bridges
La u ra,
If you hear back either way from the USCG would you let me know ASAP? The 60 day clock is still ticking for us.
Chad
YYCI
V
Chad Coburn, Senior Environmental Specialist
NC Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
email: chad.coburn(@ncdenr.aov
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
From: Laura Stasavich fmailto:IstasavichOlmgroup.net
]
Sent: Monday, July 06, 2015 9:48 AM
To: Crumbley, Tyler SAW
Cc: Coburn, Chad; Huggett, Doug; Dahl, Kyle J SAW; Coats, Heather
Subject: RE: SAW-2015-01379_Orton Plantation Telegraph Road Bridges
Hi Tyler,

r
Thanl<you for the contact information. We will contact the USCG and copy you on any correspondence.
Thanks -
Laura
Laura Stasavich
Land Management Group, Inc.
3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403
910-452-0001(office)
910-452-0060 (fax)
Istasavich @Imgroup.net
From: Crumbley, Tyler SAW[ma ilto:Tyler.Crumbley(@usace.army.mill
Sent: Monday, July 06, 2015 9:41 AM
To: Laura Stasavich
Cc: Crumbley, Tyler SAW; Coburn, Chad; Huggett, Doug; Dahl, Kyle J SAW; Coats, Heather
Subject: SAW-2015-01379_Orton Plantation Telegraph Road Bridges
Laura,
I reviewed the proposal for the bridges on Telegraph Road/Orton Plantation. We have given it the AID SAW-
2015-01379.
Since there is no 404 fill, the only issue we might have is the proposal to conduct work over Section 10 waters.
However, the USCG Section 9 authority would take precedence over ours. If they do not require notification or
approval under that section, then we would issue a Section 10 permit. If they do require approval, then the
project will be a NPR for us.
Below is the contact information for the USCG representative that will process your request.
Hal Pitts
USCG 5th District
Bridge Branch
DPB 431 Crawford Street
Portsmouth, VA 23704
Also, if you google "Coast Guard Bridge Permit" it will give you the link for the guidelines. I think you need to
submit the same stuff you did for the CAMA permit, but with a Narrative cover letter.
If you have any questions, just give me a call.
Thank you.
-Tyler
Tyler Crumbley
Project Manager

US Army Corps of Engineers -Wilmington District
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Phone:[phone]
Fax:[phone]
email: tyler.crumbleygusace.army.mil
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure
we continue to do so, please complete the Customer Satisfaction Survey located at:
http://regulatory.usacesurvey.com/"

Pat McCrory
Governor
June 12, 2015
MEMORANDUM:
TO:
NCDENR
North Carolina Department of Environment and Natural Resource
e .15. 6L. Ile. b l
Maria Dunn
NCWRC
WaRO / WiRO
Donald R. van der Vaart
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Orton Plantation Holdings, LLC
Project Location: terminus end of Telegraph Road (off of Hwy 133), adjacent to Allens Creek,
in Winnabow, Brunswick County
Proposed Project: to construct two bridges
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by July 8, 2015. If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
v1fThis 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.
SIGNED I . DATE B - l5-
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 RECEIVED
Phone: [phone] FAX: [phone]Internet: www.nccoastalmanagement.net
.An Equal Opportunity 1 Affirmative Action Employer JUL 15 2015
{

NCB NR
North Carolina Department of Environment and Natural Resource
Pat McCrory Donald Ryan der Vaart
Governor .. _ _ -, - _ - ---- . -. - ._ - -- secretary
June 12, 2015
MEMORANDUM:
TO: Mark Zeigler
WiRO
Division of Community Assistance
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Orton Plantation Holdings, LLC
Project Location: terminus end of Telegraph Road (off of Hwy 133), adjacent to Allens Creek,
in Winnabow, Brunswick County
Proposed Project: to construct two bridges
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Douq Huggetf at the address above by July 8, 2015. If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate,. in depth
comments with supporting data is requested.
REPLY: X 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.descr'ibed in the attached comments.
SIGNED ►Y► Aytl q jk-1/ DATE to . 2.2.
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internal: www.nccoastalrnanagement.net
An Equal eAporluniry lAtfrmative)k*n Employer

MEMORANDUM
To: Doug Huggett
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, Orton
Plantation Holdings, LLC — Brunswick County
Date: June 22, 2015
This project is consistent with the 2007 Brunswick County Land Use Plan Update.
The applicant proposes to construct two bridges along Telegraph Road in Winnabow,
Brunswick County.
Areas of Environmental Concern (AEC's) impacted by the proposal are PTA and PTS.
Waters at the project site are classified as C and are not open to the harvesting of
shellfish. The area is not a Primary Nursery Area.
I have reviewed this proposal for consistency with the Brunswick County Land Use Plan
and offer the following comments.
The general area of the project is classified as Conservation.
In general, Brunswick County allows development in Conservation classified AECs
which is consistent with the State's minimum use standards. The Brunswick County
Land Use Plan contains some policies, which exceed the State's minimum use standards.
However, none of these standards appear to be applicable to this proposal.
This project is consistent and not in conflict with the 2007 Brunswick County Land Use
Plan.
Cc: File

Pat McCrory
Governor
June 12, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location
Proposed Project:
NCDETIR
North Carolina Department of Environment and Natural Resource
Georgette Scott
Stormwater Section
DEMLR - WiRO
RECEIVED
JUN 1,2 2015'
Donald R. van der Vaart
Secretary
Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
CAMA / Dredge & Fill Permit Application Review
Orton Plantation Holdings, LLC
terminus end of Telegraph Road (off of Hwy 133), adjacent to Allens Creek,
in Winnabow, Brunswick County
to construct two bridges
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by July 8, 2015. If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: r/ 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.
SIGNED DATE & 1h*- (.,4r—
N.C. Division of Coastal Management RECENED
127 Cardinal Drive Ext., Wilmington, NC 28405 JUL 1l 2�73
Phone: [phone] FAX: [phone] Internet: www.ncooastalmanagement.net
An Equal Opportunity l Affirmahve Action Empbyer WalN r 'S'fN�

Pat McCrory
Governor
June 12. 2015
MEMORANDUM:
1111-111501
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
r
NCDENR
North Carolina Department of Environment and Natural Resource
Heidi Cox
Environmental Engineer
Public Water Supply
Donald R. van der Vaart
Secretary
V&@@Q�7@
JUN 12 '
OiViyio
015
WiRO PubWarKIaeeS PP $
Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
CAMA / Dredge & Fill Permit Application Review
Orton Plantation Holdings, LLC
terminus end of Telegraph Road (off of Hwy 133), adjacent to Allens Creek,
in Winnabow, Brunswick County
to construct two bridges
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Douq Huggett at the address above by July 8, 2015. If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in depth
comments with supporting data is 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.
SIGNED ���� DATE
RECEI Elr
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 JUL 01 1015
Phone: [phone] FAX [phone] Internet: www.nccoastalmanaoement.net GI!
An Equal Opportunity 1 Af6rma6ve Acton Employer

NCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 12, 2015
MEMORANDUM: JUfl1
TO: Dan Sams
District Manager
DEMLR - WiRO
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Orton Plantation Holdings, LLC
Project Location: terminus end of Telegraph Road (off of Hwy 133), adjacent to Aliens Creek,
in Winnabow, Brunswick County
Proposed Project: to construct two bridges
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by July 8, 2015. If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
RECEIVED
This agency has no comment on the proposed project. JUL 01 10t
060-any C"
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.
SIGNED �j%��' DATE
N.C. Division of Coastal Management
127 Cardinal Ddve Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nGcoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer

r
NC®ENR
North Carolina Department of Environment and Natural
Pat McCrory
Governor
1 i
r s
Reso'nice-
Dona!d R. van deryaart
Secretary
June 12, 2015
MEMORANDUM:
TO: Renee. Gledhill-Earlyv u`�ult� SOSIZu-IS
Dept. of Cultural Resources
Archives & History
Pee -
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC'28557 Fax: 252-247:3330
(Courier 11-f2-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Orton Plantation Holdings, LLC
Project Location: terminus end of Telegraph Road (off of Hwy 133), adjacent to Aliens Creek,
in Winnabow, Brunswick County
Proposed Project: to construct two bridges
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggeftat the address above -by July 8, 2015. If you have -any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
VThis 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.
SIGNED I It P.2 l�'1kCc �Jlr� , '!c DATE
N.C. i DM on of CoVal Management
12.7 Cardinal Drive ExJ., Wilnengton, NC 28405
Phone:910-79v"•72t5 J FAX.[phone]WA Intemet: www.nccoasialrnananement.nei
drt`tggft O I:GfIJRJy 5 <flJint4V9 Aalrn EmDO➢Cr
JUN 1 9 2015

DISTRICT g
4*0
RUM
North Carolina Department of Environment and Natural Resource
Pat McCrory
Governor
June 12, 2015
MEMORANDUM:
TO: Anthony Law
NC DOT
Brunswick County
JUN 15 2015
RECEIVED
Donald R. van der Vaart
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: [phone]
(Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Permit Application Review
Applicant: Orton Plantation Holdings, LLC
Project Location: terminus end of Telegraph Road (off of Hwy 133), adjacent to Aliens Creek,
in Winnabow, Brunswick County
Proposed Project: to construct two bridges
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by July 8, 2015. If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in depth
comments with supporting data is requested.
REPLY: V, 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.
SIGNED " �� DATE & ti7AK
RECEIVED
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 JUN 19 7015
Phone: [phone] FAX, 910-395-3964 Internet: www.nccoastalmanaaement.net
An Equal Opportunity 1 Afimnative Action Employer

RECENED
1UN 19 IV
o,.WWW4 ,

AR-11, ,
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 13, 2015
Mr. Peter Talty
Orton Plantation Holdings, LLC
17"h Floor,1251 Avenue of the Americas
New York, NY 10020
Subject: EXEMPTION
Stormwater Project No. SW8150615
Orton Plantation Allen's Creek Bridges
Brunswick County
Dear Mr. Tally::
Donald van der Vaart
Secretary
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources received a copy of the CAMA Major
Permit Application for the subject project on June 12, 2015. Staff review of the plans and specifications has determined that
the development activities proposed at this time will not pose a threat to surface water quality from stormwater runoff. The
Director has determined that projects that are reviewed and approved by the Division as not posing a water quality threat from
stormwater runoff should not be subject to the stormwater management permitting requirements of 15A NCAC 21-1.1000, the
stormwater rules. By copy of this letter, we are informing you that this project will not require a stormwater management
permit.
If the subject project disturbs one acre or more and has a point source discharge of stormwater runoff, then it is also subject to
the National Pollutant Discharge Elimination System (NPDES) stormwater discharge requirements. You are required to have
an NPDES permit for stormwater discharge from projects meeting these criteria. All temporary built -upon area associated with
the construction of the project must be removed within 30 days of completion of the project, or when it is no longer needed,
whichever occurs first.
If you have any questions or need additional information concerning this matter please contact Linda Lewis at [phone],
or e-mail her at [e-mail].
Since ly, f
nergy, Mineral, and Lanes
GDS/ad: G:\WQ\Shared\StornwateAPermits & Projects\2015 \150615 Exemption\2015 07 permit 150615
cc: Steve Morrison; Land Management Group, Inc. RECEIVED
Brunswick County Building Inspections
Heather Coats/Shaun Simpson JUL 21 205
Doug Huggett/ DCM
Wilmington Regional Office Stormwater File 0x'O-r4ht-on
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
(910) 796-72151 Fax: [phone] • Internet: htto://Dortal.ncdenr.ora/web/Id

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Orton Plantation Holdings, LLC.
2. LOCATION OF PROJECT SITE: Telegraph Road, Winnabow, Brunswick County.
Photo Index — Not Available
State Plane Coordinates - X: 2307646 Y: 119989
Lat: 34° 4'31.25"N Long: 77°59'3.00"W
3. INVESTIGATION TYPE: CAMA/ Dredge & Fill ROVER FILE # - N/A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 4/23/15
Was Applicant Present — Yes (Applicant's agents)
5. PROCESSING PROCEDURE: Application Received — Complete on 6/9/15
Office - Wilmington .
6. SITE
DESCRIPTION:
(A)
Local Land Use Plan — Brunswick County
Land Classification From LUP — Conservation
(B)
AEC(s) Involved: PTA, PTS
(C)
Water Dependent: Yes
(D)
Intended Use: Public
(E)
Wastewater Treatment: Existing — Septic
Planned — N/A
(F)
Type of Structures: Existing — roads, equipment shed, caretakers house
Planned — Two bridges
(G)
Estimated Annual Rate of Erosion: N/A
Source- N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(Open Water
—954 sq ft
(incorporated)
(C) High Ground
—7,800 sq ft
(D) Total Area Disturbed: 8,754 sq ft (0.20 acre)
(E) Primary Nursery Area: No
(F) Water Classification: C Open: No
8. PROJECT SUMMARY: The applicant is proposing to construct two bridges.
i2ECFiVED
JUN 19 2015
u"u,' vjdwaji�

Orton Plantation Holdings, LLC
Page Two
9. PROJECT DESCRIPTION:
To find the project site, travel west of US Hwy 74/76 out of Wilmington to NC Highway
133 South towards Southport. Travel approximately 12.5 miles to Plantation Road SE.
Continue approximately 0.75 miles more along NC Highway 133 South to. Telegraph Rd.
Turn right onto Telegraph Road, which leads onto the property. The property is located
between NC Highway 133 to the south, Allen's/Lilliput Creek to the north (subsequently
referenced to as Allen's Creek), the Cape Fear River to the east, and Boiling Spring
Lakes to the west. It is advisable to contact the applicant's agent to arrange a site visit as
it is a large unmarked property and the project site may be difficult to access.
The property consists of a 4,275 acre parcel; however, the applicant also owns an
additional 2,000+ acre parcel to the north of Allen's Creek that is adjoining the property.
The property is primarily undeveloped and maintained as a managed pine savannah.
Existing roadways lead through the parcel and other manmade structures include stables,
equipment sheds and a caretaker house. An existing roadway leads to the project area
from both directions. Remnants of a former bridge can be seen in the location of
proposed Bridge B to the southern side of the project area. The branch of Allen's Creek
in this location measures approximately 40 feet across and according to the application
measures approximately 7.5' in depth. The northern creek crossing measures
approximately 15-20' in width and measures approximately 4' in depth. There appears to
be negligible tidal flow in this area; as such, plans reference Normal Water Level (NWL).
Upstream, these two branches of Allen's Creek lead to McKinzie Pond, downstream they
connect to form Lilliput Creek. Lilliput Creek crosses under NC Highway 133 and
connects to the Cape Fear River.
The waters of Allen's Creek are classified as C by the NC Division of Water Resources.
They are not designated as Primary Nursery Area (PNA) by the NC Division of Marine
Fisheries, nor open to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is seeking authorization to construct two 50' long bridges to improve
vehicular access within the property. Each bridge would measure 18' wide, would span
the entire width of the waterbodies and would be elevated more than 6' above the normal
water level. Riprap would be installed landward of the §404 wetland lines to the road
beds and the road approach to the bridges would be graded and filled to match the
elevation of the bridges. The narrative states no new impervious surfaces are proposed.
The area of riprap on either side of each bridge (four areas in all) would each measure
approximately 30' in length by 3'-12' in width (see Sheets 6 & 7 for side view details). A
small retaining wall would also be installed on the southern side of the project area to
prevent impacts to the adjacent §404 wetlands. The retaining wall would measure RECEIVED
JUN 19 2015

approximately 10' in length with two angled wingwalls, each measuring approximately
5' in length (see Sheet 5A).
10. ANTICIPATED EAPACTS:
Approximately 7,800 square feet (0.18 acres) of high ground would be graded and filled
as a result of this project. The bridges would span approximately 954 square feet of
Public Trust Area. No §404 wetland fill is proposed. Navigation appears to be limited to
small vessels such as canoes, kayaks and possibly small john boats, so navigation should
not be adversely impacted due to the 6' height of the bridges. Temporary increases in
turbidity should be expected to result.
Submitted by: Heather Coats Date: 6/12/2015 Office: Wilmington
RECEIVED
JUN 18 1015
uaw-Mhw "'4

Project Narrative
5/12/2015
CAMA Major Permit Application
Orton Plantation Holdings, LLC
Allen's Creek Vehicular Timber Bridges
Orton Plantation Holdings, LLC is submitting a CAMA Major Permit application for authorization
to construct two timber vehicular bridges within the Orton Plantation property. The proposed
bridges would span Allen's Creek/Lilliput Creek just east of McKinzie Pond. Located on the
western side of NC HWY 133, Allen's Creek/Lilliput Creek in this location is classified by the NC
Environmental Management Commission (NC EMC) as "C: Sw" waters. The NC Marine Fisheries
Commission (NC MFC) defines the waters as inland waters. There is no coastal marsh at the
crossing locations. The Public Trust Area AEC and the Public Trust Shoreline AEC are the only
two AECs located in the proposed work area.
Lilliput Creek and Allen's Creek (including McKinzie Pond) extend from NC HWY 133 west to the
Town of Boiling Springs Lake. Orton Plantation property extends the same length, with
property both north and south of the creeks. The proposed bridges would completely span two
branches of the stream to provide a single crossing location for the movement of vehicles and
equipment throughout Orton property. Existing dirt roads are present throughout the
property, and the currently requested bridges would be located at a previously established
crossing location. Remnants of the former crossings remain, with portions of the concrete
footers and some wooden pilings remaining in the creek.
Bridge A would cross the northern branch where the creek is approximately 23 feet wide with
water depths of -5' NWL. The combined width of the creek and wetlands along the slope of
the creek is 28 feet. Bridge B would cross the southern branch where the width of the creek
and very limited wetlands along the slope is 40 feet. Water depths at Bridge B are -8.5' NWL.
Both bridges would completely span the creek with no pilings or other support structures in the
waters or wetlands. The total length of both bridges would be 50 feet, allowing support
structures to be placed at either end on upland areas. Wing walls would be placed at the ends
of the bridges, and rip rap would be placed along the upland slope (above wetlands) to prevent
erosion at the support pilings. Both bridges would be 18 feet wide and would be located a
height of 6'-4.5" above the normal water level elevation to allow for navigation by small boat
(such as a canoe or kayak) under the bridge.
Wing wall backfill and elevation of the existing dirt road approach surfaces is required to
achieve the height of the bridge spans above the water surface. Appropriate silt fencing will be
installed to prevent sediment movement beyond the work area. The finish side slopes will be
stabilized with a vegetative ground cover. No new impervious surfaces are proposed.
RECEIVED
JUN 19 2015 RECEIVED
DCM WILMINGTON, NC
LA,;"-uunu i-ur.

LTIFAA
w
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 12, 2015
Land Management Group, Inc.
c/o Mr. Steve Morrison
3805 Wrightsville Ave, Suite 15
Wilmington, NC 28403
Dear Mr. Morrison:
The Division of Coastal Management hereby acknowledges receipt of your application, acting as agent for
Orton Plantation Holdings, LLC, for State approval of the construction of two bridges, located off NC Highway 133
at Telegraph Road SE, in Winnabow, Brunswick County, adjacent to Allen's Creek. It was received as complete on
6/9/15and appears to be adequate for processing at this time. The projected deadline for making a decision is
8/24/15. 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.
If this agency does not render a permit decision within 70 days from 6/9/15 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.
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,
eatherHeather
(�
Field Representative
cc: Doug Huggett, DCM
Debra Wilson, DCM
Tyler Crumbley, COE
Peter Talty, Applicant
127 Cardinal Drive Ext, Wilmington, North Carolina 28405
Phone: [phone] Intemet: www.nodenr.gov
An Equal Opportunity I AfiM*m Action Employer — Made in part by recycled paper
RECEIVED
JUN 16 2015

NOTI(01*170A
CAMA PERMIT
A IE coFt��o
P9 ECT: ad
(I
h
COMMENTS ACCEPTED THROUGH July S. 2015
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Orton Plantation Holdings, LLC NC Div. of Coastal Management
c/o Peter Talty 127 Cardinal Dr. Ext.
1711 Floor, 1251 Ave of the Americas Wilmington, NC 28405
Nevv forks NY 10020 Heather Coats, Field Representative
xe
910-796-7424
Q
X - O

r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
AGENT AUTHORIZATION FORM
Date: March 9, 2015
Name of Property Owner Applying for Permit:
_Orton Plantation Holdings LLC
Owner's Mailing Address:
_c/o Mr. Peter Talty
_17th Floor, 1251 Avenue of the Americas
_New York, NY 10020
Email: _peter.talty@)bllc.com
Phone (212 )_782-6295
Name of Authorized Agent for this project:
_Land Management Group Inc.,
Agent's Mailing Address:
_3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403
E ma i I:_sm orrison@Im gro u p.net
Phone (9I0 1 452-0001
I certify that I have authorized the agent listed above to act on my behalf, for the purpose of applying
for, and obtaining all CAMA Permits necessary to install or construct the following (activity):
construction of two timber vehicular bridges
For my property located at _Orton Plantation, Brunswick Co., NC
This certification is valid 1 year from (date) _March 9, 2015
`2
Property Owne Signature Date
127 Cardinal Drive Ext., Wilmington, INC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
RECEIVED
JUN 16 2015
Pl;pq-W1MW WO
RECEIVED
DCM WILMINGTON, NC
An Equal Opportunity l Affirmative Action Employer MAY 12 Z015

LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
May 5, 2015
John and Carolyn Lewis
120 Delham Court
Wilmington, NC 28412
RE: Orton Plantation, Brunswick County
INC CAMA Major Permit Application
Dear Mr. and Mrs. Lewis,
This letter serves to notify you of the proposed construction of two timber bridges within
interior portions of the Orton Plantation property. Two timber bridges would be constructed to
provide a vehicular crossing over Allen's Creek/Lilliput Creek just east of McKenzie Pond and
west of INC H WY 133. A NC CAMA Major Permit is required for construction of the bridges since
the creek is considered Public Trust Waters under the CAMA. As an adjacent riparian property
owner to the project, you are required by the permit application process to be notified.
A copy of the CAMA permit application (narrative, application forms, and figures) as it has been
submitted to NC DCM is enclosed. Any comments regarding the proposed work can be directed
to Ms. Heather Coats, INC DCM, 127 Cardinal Drive Ext., Wilmington, INC, 28405. No comment
within 30-days of receipt of this package indicates no objection. I am happy to answer any
questions you may have regarding the enclosed materials and can be reached at 910-452-0001.
Sincerely,
A4Atr� RECEIVED
Steve Morrison JUN j 0 107.5
Land Management Group, Inc. (agent)
cc: Heather Coats, NC DCM
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC
28402
RECEIVED
DCM WILMINGTON, NC
MAY 12 Z015

LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
May 5, 2015
NC Department of Transportation
300 Division Road
Wilmington, NC 28401
RE: NC CAMA Major Permit Application
Orton Plantation, Brunswick County
Dear Sir/Madam,
This letter serves to notify you of the proposed construction of two timber bridges within
interior portions of the Orton Plantation property. Two timber bridges would be constructed to
provide a vehicular crossing over Allen's Creek/Lilliput Creek just east of McKenzie Pond and
west of NC H WY 133. A NC CAMA Major Permit is required for construction of the bridges since
the creek is considered Public Trust Waters under the LAMA. As an adjacent riparian property
owner to the project, you are required by the permit application process to be notified.
A copy of the CAMA permit application (narrative, application forms, and figures) as it has been
submitted to NC DCM is enclosed. Any comments regarding the proposed work can be directed
to Ms. Heather Coats, NC DCM,127 Cardinal Drive Ext., Wilmington, NC, 28405. No comment
within 30-days of receipt of this package indicates no objection. I am happy to answer any
questions you may have regarding the enclosed materials and can be reached at 910-452-0001.
Sincerely,
AF [4 ` RECEIVED
Steve Morrison JUN 18 2015
Land Management Group, Inc. (agent) ywP,�Wnw wt
cc: Heather Coats, NC DCM
www.lmgroup.net • info(almgroup.net • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC
28402 RECEIVED
DCM WILMINGTON, NC

LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
May 1, 2015
NC Division of Transportation
300 Division Road
Wilmington, NC 28401
RE: NC CAMA Major Permit Application
Orton Plantation, Brunswick County
Dear Sir/Madam,
This letter serves to notify you of the proposed construction of two timber bridges within
interior portions of the Orton Plantation property. Two timber bridges would be constructed to
provide a vehicular crossing over Allen's Creek/Lilliput Creek just east of McKenzie Pond and
west of NC HWY 133. A NC CAMA Major Permit is required for construction of the bridges since
the creek is considered Public Trust Waters under the CAMA. As an adjacent riparian property
owner to the project, you are required by the permit application process to be notified.
A copy of the CAMA permit application (narrative, application forms, and figures) as it has been
submitted to NC DCM is enclosed. Any comments regarding the proposed work can be directed
to Ms. Heather Coats, NC DCM, 127 Cardinal Drive Ext., Wilmington, NC, 28405. No comment
within 30-days of receipt of this package indicates no objection. I am happy to answer any
questions you may have regarding the enclosed materials and can be reached at 910-452-0001.
Sincereljy,,
;9 'h" JUN ] 81015
Steve Morrison
Land Management Group, Inc. (agent)
cc: Heather Coats, NC DCM
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington NC
28402 bECEIVED
DCM WILMINGTON, NC
MAY 0 12015

RECEIVED
JUN 1 1015
tv�w1•twnu �;pv.
U.S. Postal Service,.
U.S. Postal Service,.
CERTIFIED MAIL., RECEIPT
CERTIFIED MAIL„ RECEIPT
(Domestic Meit Onty; No Insurance Coverage Provided)
(Domestic Mail Only; No Msurance Coverage Provided)
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PS Form 3800. June 2002 See Revo<s^. for Instructions
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■ Complete items 1, 2, and 3. Also complete
Rem 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the maflpiece,
or on the front if space permits.
1. Article Addressed to:
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asap
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B. Received by (Pnrhed Name) C. Date of Delivery
D. Is delivery address difl MA from item 17 ❑ Yes
If YES, enter delivery address below: 0 No
RECEIVED
DCM WILMINGTON, NC
3. Berrjps lips
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WILMINGTON, INC Mu112
Your item was refused by the addressee at 3:50 pm on May 8, 2015 in WILMINGTON, NC 28412 and is
being returned to the Semler.
May 7, 2015, 7:03 Two
Departed USPS Faulty
FAYETTEVILLE, INC 28302
May 7, 2015, 2:08 Ixn
Arrived at USPS Ongin
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FAYETTEVILLE, NC 28302
May 7, 2015, 7:65 am
Departed USPS Facility
CHARLOTTE, NC 28226
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CHARLOTTE, NC 28228
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DCM WILMINGTON, NC
MAY 12 2015
https://tools.usps.com/go/TrackConfirmAction.action?tRef=fullpage&tLc=1 &text28777=... 5/12/2015

RI'A
ENDR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 22, 2015
Sent via E-Mail
Southern Environmental Group, Inc.
c/o Dana Lutheran
5315 S. College Rd, Suite E
Wilmington, NC 28412
Email:[e-mail]
RE: Permit Application BHI Stage II Association
Dear Dana:
Donald R. van der Vaart
Secretary
On May 12, 2015 we received your CAMA Major Permit Application, acting as agent for
Bald Head Island Stage II Association, for authorization to construct a road/causeway, locatedon
Palmetto Cove Ct, in Bald Head Island, Brunswick County. However, your application lacks
information necessary for complete processing. The attached checklist indicates the deficiencies of
your application. If you respond within three working days from the date of this E-mail, processing
of your application will promptly continue and will not be placed on hold. If you are not able to
respond within three days, your application will not be accepted as complete for processing.
Additional information may be required pending further review by the fifteen (15) review agencies.
If you have any questions, please feel free to call me at my Wilmington office (910) 796-
7424.
Sincerely,
Heather Coats .
Field Representative
Attachments
cc: Debra Wilson, DCM
Doug Huggett, DCM
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] Internet: www.nodenr.gov
An Equal Opportunity 1 AlfirmaM Action Employer— Made in part by recyM paper
RECEIVED
)A Is 1016
W�M,MMW ru,

CHECKLIST OF ADDITIONAL INFORMATION AND RECOMMENDATIONS FOR
PROCESSING APPLICATION
Please provide the following information as required by NCAC 07J .0204.
1. Your narrative states the project site is not located within an Area of Environmental
Concern (AEC); however, this project does fall within the Coastal Wetland AEC. Please
correct this statement on your narrative. Additionally, please provide details on how the
proposed sewer line will be relocated. Will it be trenched in or directionally drilled? If
trenched, will please confirm all disturbance will remain within the 5' impact area
provided and whether the area will be brought back to existing grade after sewer line
installation, etc. Please also give more details on the proposed retaining walls (i.e. length,
construction methodology, etc.)
2. You indicated that you have a signed adjacent riparian property owner notification form
for Chleborowicz, but the form you provided was not signed. Please provide a copy of the
signed form as proof of notification. Additionally, the returned notification letter for
Helfrich appears to have been sent to the incorrect address. The County GIS site has the
Helfiich's mailing address listed as PO Box 768 rather than PO Box 679.
3. DCM Form MP-1 lists the property owner's name as the Village of Bald Head Island yet
the deed lists Bald Head Island Stage II Association, Inc as the current property owner. If
the permit is to be issued to the Village as part of a contracted transfer agreement, that
should be described in the narrative and a copy of the agreement provided, if possible. It
should also be noted that use standards for Coastal Wetlands in 15A 07H .0205(d) state
that private roads are an unacceptable use of the resource.
RECEIVED
�11N t � 201i
IJLYM`IWR^ (,iN

LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
May 12, 2015
Heather Coats
Division of Coastal Management
127 North Cardinal Drive
Wilmington, N.C. 28405-3845
RE: CAMA Major Permit Application - Orton Plantation Holdings LLC
Allen's Creek Timber Vehicular Bridges
Heather,
Please find enclosed revised application materials as requested in your May 8, 2015 letter. A revised
application package is enclosed. Revisions include:
Copies of certified mail receipts (one was refused and USPS documentation is enclosed)
✓• Revisions to MP-1 as requested
v� MP-2 form
w* Revisions to MP-5 as requested
64 Revisions to figures and MP-5 to clarify NWL reference
✓• Revisions to Sheets 2 and 5 as requested p>
Please let me know if you have any additional questions. Thank you for your assistance.
Regards,
Steve Morrison
Environmental Consultant
Enclosure(s): as stated
RECEI )
MAY 11 2015
RECEIVED
JUN i 9 7015
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]WCEIVED
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmingt2irM, J&JWYN NC

A&
IFWCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 8, 2015
Sent via E-Mail
Land Management Group, Inc.
c/o Mr. Steve Morrison
3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403
Email:[e-mail]
RE: Permit Application — Orton Plantation
Dear Mr. Morrison:
Donald R. van der Vaart
Secretary
On May 1, 2015, we received your CAMA Major Permit Application, acting as agent for
Orton Plantation Holdings, LLC, for authorization to construct two bridges at property located off
Telegraph Road, in Winnabow, Brunswick County, adjacent to Allen's Creek. However, your
application lacks information necessary for complete processing. The attached checklist indicates
the deficiencies of your application. If you respond within three working days from the date of this
E-mail, processing of your application will promptly continue and will not be placed on hold. If
you are not able to respond within three days, your application will not be accepted as complete for
processing. Additional information may be required pending further review by the fifteen (15)
review agencies.
7424.
If you have any questions, please feel free to call me at my Wilmington office (910) 796-
Sincerely,
Heather Coats
Field Representative
RECEIVED
Attachments )UN 16 1015
cc: Debra Wilson, DCM
Doug Huggett, DCM
1601 Mail Service Center, Raleigh, Noah Carolina 27699-1601
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opporimnity t Affirmative Action Employer— Made in part by recycled paper

CHECKLIST OF ADDITIONAL INFORMATION AND RECOMMENDATIONS FOR
PROCESSING APPLICATION
Please submit certified mail receipts or signed statements of no objection as proof of adjacent
property owner notification, as required by NCAC 07K .0204.
2. Please make the following changes or corrections to complete DCM Form MP-1 as required by
NCAC 07K .0204:
Sections 3-5 describe the entire Orton Plantation property, including giving the address
on Orton Road, rather than that of the project site. Being a separately deeded tract across
NC Hwy 133, this property should be described independently for permitting purposes -
including giving the address for this specific property in Section 3.
Please complete Field 31 This project falls within Brunswick County's planning
jurisdiction.
Field 5.g. indicates that the project will not encroach on any area the public has
established use of, although this will be crossing public trust waters. Please change this
response to `yes" to reflect the crossing of public trust area.
3. Please complete a DCM Form MP-2 for the proposed shoreline stabilization (riprap) associated
with the bridges, as required by NCAC 07K .0204.
4. Please make the following changes/corrections, and/or clarifications to complete DCM Form MP-
5, as required by NCAC 07K .0204:
Please change Field Le. to reflect that the work would not replace an existing bridge.
However, you can keep the description of the bridge debris given in le (v)
Field 4.g. indicates that no shoreline stabilization is proposed, yet riprap is shown on the
plans. Please change this response to yes if riprap is needed.
5. Please confirm whether Mean High water (MHW) is appropriate at this site, or whether Normal
Water Level (NWL) should be used. If the tidal range exceeds 6" and MHW is used, plans should
also indicate Mean Low Water (MI.W) lines. This should also be applied to information given in
the forms (e.g. DCM Form MP-5, Fields Ld/k.
6. Please make the following changes, corrections or clarifications to complete your plans, as
required by NCAC 07K .0204:
Include the property boundaries and adjacent riparian property owners on one of your
plans (recommended on Sheet 2). Names of the applicable waterbodies in the project area
should also be labeled on plans.
Please show and label the proposed location of riprap on your plan view drawing (Sheet
5). Please note this drawing should be drawn to scale, utilizing a engineer's scale (e.g.
1"=20', 1"=40% 1"=50', etc.). Please ensure all proposed work is indicated in the scope
of the plans. It appears there may be additional development that may be proposed and
not shown on this plan (to the south of Proposed Bridge B). Please also indicate
NHW/NLW or the NWL line on this drawing. RECEIVED
JUN 1 $ 2015
o,tgA*r1.Q Q11..

LMG
LAND MANAGEMENT GROUP iNc.
Environmental Consultants
May 1, 2015
Heather Coats
Division of Coastal Management
127 North Cardinal Drive
Wilmington, N.C. 28405-3845
RE: CAMA Major Permit Application - Orton Plantation Holdings LLC
Allen's Creek Timber Vehicular Bridges
Heather,
Please find enclosed a CAMA Major Permit application requesting the construction of two vehicular
timber bridges within the Orton Plantation property. Two 50-Ift timber bridges would replace a former
crossing of Allen's/Lilliput Creek just east of McKinzie Pond. There are no coastal wetlands at the
crossing locations, and the Public Trust Areas and Public Trust Shoreline AECs are the only CAMA AECs
in the proposed work area. An existing dirt road provides access to the proposed bridges, with only
minor grading needed at the bridge approaches. The bridges would completely span the creek with no
pilings or other structural supports in waters or wetlands. Additional details are provided in the
enclosed project narrative, application forms, and application figures. Please let me know if you have
any questions. As always, thanks for your efforts.
Regards,
Steve Morrison
Environmental Consultant
Enclosure(s): as stated
RECEIVED
JUN 16 1015
uy-w.-iwn-j lwl,',
RECEIVED
MAY 01 206
RECEIVED
DCM WILMINGTON, NC
vv 0 1 901r
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

Jt'�
MAJOR PERMIT FEE SCHEDULE
Orton Plantation Holdings, LLC/$250/Brunswick County
DCM %
DWQ %
Development Ta
Fee
14300160143510009316256253
2430016024351000952341
I. 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
RECEIVED
JUN 16 105
k6.."-µgMu h"l

DENR CAMA DaV Chock Loufor YYIRO
Dale
Received
Depest
fed
Chock From ame
Name ofParmh Hokler
Vembr
Cheek
amount
Permit Number/Comments
RefumbReafoeatad
SO2015
IGeraid
or Cherish Roeder
ABed Madre Contractors, LLC
Lwd Management Gmup, Inc
same _
Henry Von Mulray III
Andrax B
Ann TaAy
Ortm PlanreBon hoMings, AAen's Creek Bridges
B of A
Marine Federal Credit Uni7ii45408
Faq Bock
13 $200.00 GP 64617D5[712015'
366 $600.00 GP 646180 (t�$200
GP 64619D ;$200Mary
GP 64620D q$2005/12015
$250.00 ma' fee, BrOo _
n
3
It

�
6- 0 R
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 12, 2015
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Donald R. van der Vaart
Secretary
Re: Major Public Notice - Orton Plantation Holdings, LLC/Brunswick County
Team Kyle: Please publish the attached Notice in the Wednesday, June 17, 2015 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to
payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Shaun Simpson at the NC Divison of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by Credit Card
(number on file with Elsa Lawrence, Ref acct # 796-7215). Please send a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
Sincerely,
Shaun K. Simpson
Permit Support &Customer Service
Division of Coastal Management
cc: WiRO
Doug Huggett - MHC DCM
Tyler Crumbley - USACE RECENED
Michele Walker- DCM
JUN 16 2015
wi-N;-nanw "4y,.
N. C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.nocoastalmanagement.net
An Equal opportunity 1 Afinialive Action Em"ar

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that the following application was submitted for a development permit in an Area of
Environmental Concern as designated under the CAMA. According to said application, On June 9, 2015,
Orton Plantation Holdings, LLC proposed to construct two (2) bridges at the terminus end of Telegraph Rd.,
adjacent to Allen's Creek, in Winnabow, Brunswick County. A copy of the application may be examined or
copied at the office of Heather Coats, N.C. Dept. of Environment & Natural Resources, Div. of Coastal
Management, 127 Cardinal Drive Ext., Wilmington, North Carolina 28405, (910-796-7424) during normal
business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to July 8, 2015 will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice of
the permit decision in these matters will be provided upon written request.
RECEIVED
JUN 16 1015
IJ4:.6U-WlY1U 4:11M.

,bEEbs
Orton Plantation Holdings, LLC
New Tax Parcel Numbers
1. Orton Plantation, LLC Tract: (House, rounds &ce Field) �310`, �j�
*14400001 I Z
2. Orton Longleaf, LLC CE Tract:
*1440000111 (Elijah's House- 252.52 acres)
*1440000112 (Big Field- 179.04 acres total)
1440000110 (Triangle Tract, MB 63, Pg. 24)
1440000104 (Tower Site)
1440000103 (Cemetery)
15900002 (Spoil area)
5'ia
3. Orton Longleaf, LLC Tract:
* 1440000113 (Tract 4- our survey-3984.13 acres), 304 31o"4 19!_ S�
14-r4�l.a.» D.MQ
4. Lilliput Interests, LLC Tract:
* 1440000114 (Tract 5- our survey- 2734.62 acres)
* 1440000118 (Tract 3- our survey- 422.87 acres) B U
* 1440000115 (Tract 5A- our survey- 9.44 acres) I }y �.4
* 1440000116 (Tract.6- our survey- 4.23 acres) 3"JIL 1104. �+jc 599
* 1440000117 (Tract 7- our survey- 4.47 acres) iG. *Wr% 0`4-4',
RECEIVED
JUN 16 NIS
ptop wmo tar.
RECEIVED
DCM WILMINGTON, NC
MAY 0 ? 2015

II IIIIIII II 1111 II I I II IIII IIII IIII I III B31a4 P09z mm
Brunswick County, NC Register of Deeds page d of D
Brenda M. Ciemmons Register of Deeds
Brunswick
NC REVENUE STAMP: $60 0.00(#2County. NC
381 6)
PREPARER HAS NOT SEARCHED
AND DOES NOT CERTIFY TITLE
TO THE PROPERTY DESCRIBED HEREIN
Prepared by:
McOuireWoods LLP
300 North Third Street, Suite 400
Wilmington, North Carolina 28401
Revenue Stamps: $6,000.00
Tax Parcel Numbers: Parcel Number 14400001
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
P:tafinte �ei
Total 1 Inl, Ck$Ck�� Cash $
_,�_.3_3S'S�- Finance
Refund: Cash $
G Poteana of daournent are Illegible due to condition
orodglnal. Inal
C Cccumeni cor!alns seals t'edfed o by N
i,%,u aat=m IhM C=Ot to reproduced or cooled,
GENERAL WARRANTY DEED
THIS GENERAL WARRANTY DEED (this "Deed"), dated as of November / g
2010, is made by ORTON PLANTATION, LLC, a North Carolina limited liability company
(the "Grantor"), to ORTON PLANTATION HOLDINGS, LLC, a Delaware limited liability
company (the "Grantee"), whose address is 1251 Avenue of the Americas, 17D` Floor, New York,
New York 10020.
WITNESSETH:
THAT the Grantor, by these presents does grant, assign, transfer and convey unto the
Grantee, in fee simple, all of Grantor's right, title and interest in and to that certain property . RECENED
situated in Brunswick County, North Carolina; and more particularly described on Exhibit A 6 1016
attached hereto. JUN 1
TO HAVE AND TO HOLD the aforesaid property, together with all easements,
tenements, privileges and appurtenances thereunto belonging to the Grantee in fee simple
forever.
RECEIVED
DCM WILMINGTON, NC

Bru«i���N`Register 63104dFMZ ci* s page mz Of45000
And the Grantor covenants with the Grantee, that Grantor is seized of the said premises in
fee simple and has the right to convey the same in fee simple; that the same are free from
encumbrances; and that the Grantor will warrant and defend the title against the claims of all
persons whatsoever except for the exceptions hereinafter stated. Title to the property
hereinabove described is subject to the exceptions set forth in Exhibit B attached hereto.
IN WITNESS WHEREOF, the Grantor has duly executed this Deed, all as of the day
and year first above written.
GRANTOR:
ORTON PLANTATION, LLC
L urence G Spr t,�M ager
By:
David 11. Sprunt, Manager
RECEIVED
JUN 16 2015
Ix�p"•-Wn'J WWu
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

tt-10 2010
STATE OF NORTH CAROLINA `IaIIn lok County, �llllllRegister dP5pageI 4ns �0 of5
COUNTY OF N4W )Illy Y'
I, 3X L N\C,y -P1-,-- a Notary Public of the County and State
aforesaid, certify that Laurence G. Sprunt and David H. Sprunt personally appeared before me
this day and acknowledged that they are the Managers of Orton Plantation, LLC, a North
Carolina limited liability company (the "Company"), and that they, as the Managers of the
Company, being authorized to do so, voluntarily executed the foregoing instrument on behalf of
the Company for the purposes stated therein.
I certify that the Signatory personally appeared before me this day, and
(check one of the following):
(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or
federal identification with the Signatory's photograph in the form of: (check one
of the following)
_ a driver's license; or
other (describe: ); or
(a credible witness has swom to the identity of the Signatory).
WITNESS my hand and official seal this 10— day of DVe 2010.
My commission expires:
a 5 IA ,
(NOTARIAL SEAL)
0%J 11111 /U/t,f (type or print name)
_ NOTARY
=Y ; PUBLIC
_
RECEIVED
JUN 1616
....v ...4y .
DCV"0
RECEiVED
DCM WILMINGTON, NC
MAY 0 12015

IIIIIIIIIII�lllllllllllll�llllilllll er BrandsM. Oteds Clem m4^=f,5000
'
Exhibit A
Orton House. Gardens and Rice Field Tract:
BEGINNING in the western line of the Cape Fear River at the mouth of Orton
Creek, and running thence westwardly in the run of Orton Creek 2,700 feet, more or less, to its
intersection with the former boundary line between Orton Plantation and Kendall Plantation, said
intersection being 300 feet, more or less, northeastwardly from where Orton Creek turns sharply
toward the south; thence South 40.00 degrees West 1,262.09 feet to a point; thence North 66
degrees 05 minutes 30 seconds West 1,670.90 feet to a point; thence South 30 degrees 27
minutes 27 seconds West 412.38 feet to a point in the centerline of State Road 1530; thence
southwardly in the centerline of State Road No. 1529 to its intersection with the center of the
pipe outlet running under said State Road on Orton Pond dam; thence eastwardly in the run of a
small creek leading from said pipe outlet to an iron pipe in the middle of an unpaved road, said
iron pipe having North Carolina Grid coordinates of North 113,497.02 and East 2,318,637.99
NAD 83, said iron pipe also being in a northerly line of that tract deeded to Kenneth M. Sprunt
by Deed recorded in Book 791 at Page 464 in the Brunswick County Registry; thence South 82
degrees 44 minutes 14 seconds East 217.83 feet, along said small creek to its intersection with
the high water line of a rice field; thence along the high water line of said rice field in a southerly
direction to a point that is South 10 degrees 04 minutes 51 seconds West 829.04 feet from the
point of intersection of said small creek with the high water line of said rice field; thence South
73 degrees 51 minutes 33 seconds East 49.98 feet to a point in a dike; thence North 60 degrees
55 minutes 32 seconds East 145.63 feet to a point in said dike; thence South 83 degrees 33
minutes 45 seconds East 213.45 feet to a point in said dike; thence South 60 degrees 50 minutes
29 seconds East 174.45 feet to a point in said dike; thence South 81 degrees 48 minutes 15
seconds East 392.87 feet to a point in said dike; thence South 79 degrees 28 minutes 29 seconds
East 126.88 feet to a point in said dike; thence South 79 degrees 28 minutes 29 seconds East
260.38 feet to a point in the western line of the Cape Fear River; thence northwardly along the
western line of the Cape Fear River approximately 5,000 feet to the point of beginning, and
consisting of approximately 381 acres, more or less.
The above described tract being a portion of the property deeded to Kenneth M. Sprunt,
by Deed recorded in Book 791 at Page 464 of the Brunswick County Registry and a portion of
the property described in a Deed from Laurence G. Sprunt and wife, Elizabeth H. Sprunt to
Orton Plantation, LLC dated as of March 31, 2006 and recorded in Book 2361 at Page 1200 in
the Brunswick County Registry, and includes a rice field tract of approximately 61.35 acres,
more or less, described in a Deed from Kenneth M. Sprunt and wife, Elizabeth L. Sprunt to
Laurence G. Sprunt dated September 18, 2000 and recorded in Book 1404 at Page 899 in the
Brunswick County Registry,
RECEIVED
DCM WILMINGTON, NC
4 9E;c D
I..".AY 0 i 2015
iX'

II�I���I�IIII�IIIIIIIBII�IIIIIIIIIIII Brend M. Clem o�s-4
Brunswick County, NC Register of Deeds page S of B
Exhibit B
1. 2010 and subsequent years' ad valorem taxes, and any deferred taxes under N.C.G.S.
Section 105-277.1F et seq.
2. Right of Way Agreement in favor of State Highway & Public Works Commission
recorded in Book 125, Page 192, Brunswick County Registry.
3. Easement & Right of Way in favor of Carolina Power & Light Company recorded in
Book 133, Page 49, Brunswick County Registry.
4. Right -of -Way Easement to Brunswick Electric Membership Corporation recorded in
Book 933, Page 1048, Brunswick County Registry,
5. General Permit to Southern Bell Telephone & Telegraph Co. recorded in Book 123, Page
571, Brunswick County Registry.
6. General Permit between Southern Bell Telephone & Telegraph Company and Mr. & Mrs.
James L. Sprunt recorded in Book 189, Page 47, Brunswick County Registry.
7. A portion of the subject property is subject to an easement to the United States of
America, recorded in Book 189, Page 513, Brunswick County Registry.
8. Any portion of the Property lying within the bounds of any streets, roads, highways,
pathways, cartway, etc., or rights of way thereof.
9. Rights of others in and to the continued uninterrupted flow of Orton Pond and any creeks,
and branches located on the Property.
10. Any encroachments, overlaps, boundary line disputes, easements, measurements,
variations in area or content, party was or other facts which a correct survey and
inspection of the property would show.
11. Rights of others, if any, in and to any private roads or cemeteries affecting the property.
12. All governmental land use statutes, ordinances and regulations applicable to the property
including zoning, building and subdivision regulations.
13. No warranty is made with respect to any portion of the property below the mean high
water mark of the Cape Fear River or any other area adjacent to navigable tidal waters.
RECENED
819b (RECEIVED
1UN l DCM WILMINGTON, NC
L:AY 0 12015

IIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIII s3t0a Pa sme�;:010a,
Brunswick County, NC Register of Deids pagme 1 of 13
Brenda R. Clemmons Register of Deeds
11-10-2010 16:00:41.001 Brunswick County, NC
NC REVENUE STAMP: $3080.00 (#238186)
PREPARER HAS NOT SEARCHED
AND DOES NOT CERTIFY TITLE
TO THE PROPERTY DESCRIBED HEREIN
Prepared by:
McGuireWoods LLP
300 North Third Street, Suite 400
Wilmington, North Carolina 28401
Ret:
CkCk(C 1 Cash
f ..:nd: Cazn I _ Finance
C , _cs of daumeal are illeB�We dua b conditlon
@al.
• :actin; mlz vwffi-A b r+;1•.a!
Revenue Stamps: $3,080.00
Tax Parcel Numbers: Parcel Number 1440000103
Parcel Number 1440000104
Parcel Number 1440000110
Parcel Number 15900002
Part of Parcel Number 1440000106
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
RECEIVED
JUN 16 203
H-."-Ashp CO --
GENERAL WARRANTY DEED
THIS GENERAL WARRANTY DEED (this "Deed"), dated as of November l0
2010, is made by ORTON LONGLEAF, LLC, a North Carolina limited liability company (the
"Grantor'), to ORTON PLANTATION HOLDINGS, LLC, a Delaware limited liability
company (the "Grantee"), whose address is 1251 Avenue of the Americas, 17a' Floor, New York,
New York 10020.
WITNESSETH:
THAT the Grantor, by these presents does grant, assign, transfer and convey unto the
Grantee, in fee simple, all of Grantor's right, title and interest in and to that certain propelE I V E D
situated in Brunswick County, North Carolina; and more particularly described on E
attached hereto. MR ILMINGTON, NC
h�.AY 0 1 2015

4m,&Of Deeds 2sEP 1�f15i�iiiiiiiiiiiiiiiii�i�
AND the Grantor hereby also designates and assigns to the Grantee the following rights
and interests under that certain Conservation Easement recorded in Book 1425, Page 724,
Brunswick County Registry and re -recorded in Book 2678, Page 0001, Brunswick County
Registry, and Amended and Restated Conservation Easement by and between Orton Longleaf,
LLC and the North Carolina Coastal Land Trust recorded in Book 3000 at Page 1259 of the
Brunswick County Registry (the "Conservation Easement") with respect to the aforesaid
property:
1. The right to expand the agricultural uses of the aforesaid property by sixteen (16)
acres in the aggregate pursuant to Article II, Subsection B.2. of the Conservation Easement.
2. The right to graze, pasture and maintain up to five (5) horses on the aforesaid
property pursuant to Article II, Subsection B.6. of the Conservation Easement.
3. The right to establish and maintain up to fifty-two (52) acres of wildlife food plots
on the aforesaid property pursuant to Article 1I, Subsection C.S. and Article II, Subsection G. 2.
of the Conservation Easement.
4. The right to construct, maintain and utilize the Family Lodge (as defined in the
Conservation Easement) pursuant to Article II, Subsection J.6. of the Conservation Easement.
Provided that the Grantor reserves unto itself and its successors and assigns any and all rights
and interests under the Conservation Easement not specifically designated or assigned to the
Grantee hereunder with the property subject to the Conservation Easement which the Grantor is
not conveying to the Grantee hereunder, including without limitation the following:
1. The right to expand the agricultural uses of the aforesaid property by eighty-four
(84) acres in the aggregate pursuant to Article II, Subsection B.2. of the Conservation Easement.
2. The right to graze, pasture and maintain up to twenty-five (25) horses on the
aforesaid property pursuant to Article II, Subsection B.6. of the Conservation Easement.
3. The right to establish and maintain up to two hundred seventy-eight (278) acres of
wildlife food plots on the aforesaid property pursuant to Article II, Subsection C.S. and Article
II, Subsection G. 2. of the Conservation Easement.
RECEIVED
4. The right to remodel, demolish and/or re -build the Hunting Lodge (as defined in
the Conservation Easement) pursuant to Article II, Subsection J.4. of the Conservation EasedAt16 1015
ut;ayawr+u 6�
5. The right to construct, maintain and utilize three (3) single family residences
pursuant to Article II, Subsection J.5. of the Conservation Easement.
TO HAVE AND TO HOLD the aforesaid property, together with all easements,
tenements, privileges and appurtenances thereunto belonging to the Grantee in fee simple
forever.
And the Grantor covenants with the Grantee, that Grantor is seized of the said premises in
fee simple and has the right to convey the same in fee simple; that the same are free fr¢tpE C E i V E D
2 DCM WILMINGTON, NC
Mg 0 12015

ICI I II III II 111JI111111111111111111111 a a Pak o �:411.001
runswick omty, N Register of Deeds page 3 of 15
encumbrances; and that the Grantor will warrant and defend the title against the claims of all
persons whatsoever except for the exceptions hereinafter stated. Title to the property
hereinabove described is subject to the exceptions set forth in Exhibit B attached hereto.
IN WITNESS WHEREOF, the Grantor has duly executed this Deed, all as of the day
and year first above written.
?I t"Cy IW
ORTON LONGLEAF, LLC
RECEIVED
JUN 16 1015
�:W:-40HD U0.v.
RECEIVED
DCM WILMINGTON, NC
M,4Y 0 12015

11-10-2010
STATE OF NORTH CAROLINA I�y1olIII I III IIounII IIII IIIIII IIIIIIr of B3104dP0962e4^of °IS '
COUNTY OF 'W LW t&V%(V l r
1, lY i XKUX- /--*� a Notary Public of the County and State
aforesaid, certify that Laurence G. Sprunt and David H. Sprunt personally appeared before me
this day and acknowledged that they are the Managers of Orton Longleaf, LLC, a North Carolina
limited liability company (the "Company'), and that they, as the Managers of the Company,
being authorized to do so, voluntarily executed the foregoing instrument on behalf of the
Company for the purposes stated therein.
I certify that the Signatory personally appeared before me this day, and
✓(check one of the followbW:
(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or
federal identification with the Signatory's photograph in the form of: (check one
of the following)
_ a driver's license; or
other (describe: ); or
(a credible witness has sworn to the identity of the Signatory).
WITNESS my hand and official seal this ]Q day of 0VGMtiVZy' , 20I0.
My commission expires:
A 5 ?a -
(NOTARIAL SEAL)
Nti millr—
Notary Public -OYl' lU1(Ir e�
(type or print name)
I M Ctotf/i/i
NOTARY
Z• PUBLIC
/� •V1
4
RECEIVED
JUN 16 1015
RECEIVED
DCM WILMINGTON, NC
M.4Y 0 12015

IIIIIIIIIIIiIIIIIIIIIIIII IlIIIII if lil a3ia4 P9963m o00:41.001
Bruneutok County, NC Ragtatar ns
of Deodt page 5 of is
Exhibit A
FIRST TRACT (Part of Parcel Number 1440000106):
Beginning at an old railroad spike directly over the culvert carrying the discharge waters of
Orton Pond into a no name creek, on the centerline of Plantation Road SE (I00-footpublic right-
of-way), also known as SR1529 in Brunswick County, North Carolina. Said railroad spike being
located 0.5 miles, more or less, as measured along said Plantation Road southwardly from the
intersection of said Plantation Road SE and Orton Road SE (I00-footwide public right-of-way),
also known as SR1530.
Running thence from said beginning spike:
North 88 degrees, 53 minutes, 47 seconds East, 50.54 feet to a point on the easterly
right-of-way line of said Plantation Road; THENCE
2. Down and with the run of a no name creek the following courses and distances:
North
85 degrees
26 minutes
18 seconds East
791.53 feet
North
16 degrees
27 minutes
58 seconds East
676.04 feet
North
27 degrees
49 minutes
25 seconds East
193.01 feet
North
37 degrees
55 minutes
35 seconds East
66.13 feet
North
60 degrees
17 minutes
12 seconds East
51.64 feet
North
88 degrees
08 minutes
31 seconds East
388.20 feet
South
74 degrees
55 minutes
26 seconds East
185.57 feet
South
53 degrees
24 minutes
57 seconds East
99.54 feet
—and—
South
66 degrees
59 minutes
43 seconds East
152.64 feet
to the intersection of "Broadwater Branch`; THENCE
3. Continuing with and down said "Broadwater Branch"
as it meanders to the east:
South
06 degrees
46 minutes
27 seconds East
143.31 feet
South
70 degrees
07 minutes
53 seconds East
671.71 feet
North
65 degrees
21 minutes
33 seconds East
389.28 feet
South
82 degrees
44 minutes
14 seconds East
554.87 feet
to its intersection with the apparent high water -line on
the western edge of the
Cape Fear River; THENCE
RECEIVED
4. With and along said
high waterline:
South
00 degrees
33 minutes
22 seconds East
84.15 feet
1UN 161015
South
00 degrees
33 minutes
22 seconds East
207.60 feet
u„u,-iWnu 6u�J.
South
02 degrees
19 minutes
38 seconds East
158.02 feet
South
25 degrees
48 minutes
57 seconds East
269.90 feet
South
00 degrees
44 minutes
50 seconds East
237.45 feet
--and—
RECEIVED
DCM WILMINGTON, NC
MAY 0 1 2015

�IIII�I�I i'�IauntyII III IIII II'II'Il��llr
83�04 40564 m 6 41.0at
of Deeds Pe9e of 15
South 10 degrees 04 minutes 51 seconds West
829.04 feet
to a point in a run of another creek; THENCE
5. Down and with the run of last said creek as it meanders to the east:
South 73 degrees 51 minutes 33 seconds East
49.98 feet
North 60 degrees 59 minutes 32 seconds East
145.63 feet
South 83 degrees 33 minutes 45 seconds East
213.45 feet
South 60 degrees 50 minutes 29 seconds East
174.45 feet
South 81 degrees 48 minutes 15 seconds East
392.87 feet
South 79 degrees 28 minutes 29 seconds East
126.88 feet
-and-
South 79 degrees 28 minutes 29 seconds East
260.38 feet
to a point on said high waterline; THENCE
6. Continuing along the high waterline on the western edge
of the Cape Fear
River as it meanders in a southerly direction:
South 14 degrees 47 minutes 12 seconds West
390.71feet
South 20 degrees 37 minutes 00 seconds West
331.75 feet
South 18 degrees 02 minutes 28 seconds West
349.45 feet
South 23 degrees 28 minutes 34 seconds West
347.93 feet
--and-
South 24 degrees 14 minutes 29 seconds West
453.49 feet
to a point in the center of a canal; THENCE
7. Up and with centerline of said canal as it meanders in a westerly direction:
North 57 degrees 24 minutes 00 seconds West
177.51 feet
North 84 degrees 14 minutes 25 seconds West
` 672.77 feet
South 87 degrees 49 minutes 30 seconds West
191.96 feet
to a point in Spillway Creek (sometimes called Orton Creek);
THENCE
Up and with the run of Spillway Creek in a northwardly direction to a point
that is:
North
56
degrees
45 minutes
27 seconds West
128.56 feet
North
67
degrees
52 minutes
00 seconds West
136.97 feet
North
50
degrees
40 minutes
45 seconds West
290.94 feet
North
56
degrees
36 minutes
56 seconds West
164.97 feet
North
87
degrees
02 minutes
50 seconds West
239.40 feet
South
81
degrees
04 minutes
37 seconds West
208.51feet
North
57
degrees
28 minutes
43 seconds West
93.09 feet
North
48
degrees
41 minutes
19 seconds West
200.75 feet
North
36
degrees
10 minutes
45 seconds West
202.26 feet
North
32
degrees
47 minutes
26 seconds West
134.25 feet
North
15
degrees
39 minutes
24 seconds West
114.44 feet
North
15
degrees
25 minutes
24 seconds West
170.13 feet
North
17
degrees
04 minutes
54 seconds West
199.01 feet
RECEIVED
JUN 18 7015
Rts "'.-t4nu k'14'
RECEIVED
DCM WILMINGTON, NC
t`.^.AY 0 1 2015

tt tm 20,m
Illllllllll.11lllllillllllllRegister of 83�04Deeds P0965Pogo ,�f4ism,
-and--
North 23 degrees 49 minutes 41 seconds West 133.08 feet to a point
on the easterly right-of-way line of said Plantation Road; THENCE
9. North 00 degrees, 12 minutes, 54 seconds West, 141.45 feet along said easterly right-of-
way line to a point at the beginning of a curve to the West. Said curve
having a radius of 867.00 feet; THENCE
10. With arc of said curve as it curves to the West and along the easterly right-of-way
line of said Plantation Road to a point at the northerly end of said curve that is North
19 degrees, 30 minutes, 02 seconds West, a chord distance of 572.70 feet; THENCE
11. North 38 degrees, 47 minutes, 09 seconds West, 440.53 feet along said easterly right-of-
way line to a point at the beginning of a curve to the east. Said curve having
a radius of 561.79 feet; THENCE
12, Along the easterly right-of-way line of said Plantation Road and along the arc of last said
curve to a point at the northerly end of last said curve that is North 17 degrees, 44
minutes, 11 seconds West, a chord distance of 403.56 feet from the preceding point;
THENCE
13 Continuing along the easterly right -of way -line of said Plantation Road North 03
degrees, 18 minutes, 47 seconds East, 273.71 feet to a point at the southerly end of
a curve to the west, having a radius of 540.00 feet; THENCE
14. Along the arc of last said curve, as it curves to the west, and along the easterly line
of said Plantation Road SE to the point and place of beginning that is North 02
degrees, 08 minutes, 12 seconds East, a chord distance of 24.23 feet from the
preceding point.
The same being Tract 1 shown on a map of "Division of Property for "Orton Longleaf, LLC"
prepared by Sherwin D. Cribb, NC Professional Land Surveyor, L-1099, dated Febnuuy 10,
2009 and revised July 2, 2009, Sheet 2 of 9.
The above -described tract contains 252.62 acres, more or less. RECOVED
JUN 16 2015
SECOND TRACT (Parcel 1440000103 and Part of Parcel Nwnber 1440000106): Q w;"_Wu WIM
Portion 1:
To arrive at the true point of beginning commence at a magnetic nail on the centerline of
Plantation Road SE (100-foot wide public right-of-way), also known as SR1529, in Brunswick
County, North Carolina. Said nail being located 0.8 miles, more or less southwardly as
measured along said Plantation Road SE from its intersection with Orton Road SE (I00-foot
wide public right-of-way), also known as SR1530. Said nail being over the centerline of
RECEIVED
DCM WILMINGTON, NC
10,4Y 0 12015

11-10-2010
40,
�Brunswick CiOUMtYiiiiiiiiiiiii B3104 P0966.manef15
Spillway Creek discharging the waters of Orton Pond to the Cape Fear River. Go thence South
83 degrees, 38 minutes, 33 seconds West, 50.29 feet to a point on the easterly right-of-way line
of said Plantation Road, the true point of beginning.
Running thence from said beginning point:
1. Down and with the run of Spillway Creek as it meanders in an easterly direction, the
following
courses and distances::
North
83 degrees
38 minutes
33 seconds East
126.80 feet
North
42 degrees
11 minutes
24 seconds East
213.11 feet
North
60 degrees
36 minutes
04 seconds East
54.85 feet
South
84 degrees
32 minutes
08 seconds East
264.24 feet
North
79 degrees
42 minutes
01 seconds East
54.31 feet
North
31 degrees
35 minutes
46 seconds East
63.92 feet
North
26 degrees
50 minutes
20 seconds East
51.31 feet
South
80 degrees
24 minutes
56 seconds East
88.35 feet
South
48 degrees
37 minutes
53 seconds East
89.81 feet
South
38 degrees
01 minute
17 seconds East
97.60 feet
South
23 degrees
49 minutes
41 seconds East
133.08 feet
South
17 degrees
04 minutes
54 seconds East
199.01 feet
South
15 degrees
25 minutes
24 seconds East
170.13 feet
South
15 degrees
39 minutes
24 seconds East
114.44 feet
South
32 degrees
47 minutes
26 seconds East
134.25 feet
South
36 degrees
10 minutes
45 seconds East
202.26 feet
South
48 degrees
41 minutes
19 seconds East
200.75 feet
South
57 degrees
28 minutes
43 seconds East
93.09 feet
North
81 degrees
04 minutes
37 seconds East
208.51 feet
South
87 degrees
02 minutes
50 seconds East
239.40 feet
South
56 degrees
36 minutes
56 seconds East
164.97 feet
South
50 degrees
40 minutes
45 seconds East
290.94 feet
South
67 degrees
52 minutes
00 seconds East
136.97 feet
-and-
South
56 degrees
45 minutes
27 seconds East
128.56 feet
to a point
in the centerline of a canal; THENCE
Continuing down and with the centerline of said canal:
North 87 degrees 49 minutes 30 seconds East 191.96 feet
South 84 degrees 14 minutes 25 seconds East 672.77 feet
RfGOVEo
-and"
JUN 1 6 1015
South 57 degrees 24 minutes 00 seconds East 177.51 feet
to a point on the high waterline of the western edge of the Cape Fear River;
6r bA-kwnW
THENCE
In a southerly direction along said high waterline as it meanders in a southerly
direction the following two calls :
South 25 degrees 31 minutes 17 seconds East 130.00 feet
8 RECEIVED
DCM WILMINGTON, NC
1;1AY 0 1 2915

10
Illlllllilllllllll�lllllllllllllllll Bal0adPa5s� m g °f°�z°'
--and—
South 07 degrees 15 minutes 15 seconds West 28.49 feet to a point
on the northerly boundary of Brunswick Town historic site, as described in a deed
recorded in book 113 at page 287 of the Brunswick County Registry; THENCE
4. South 86 degrees, 31 minutes, 14 seconds West, 711.61 feet along said
northerly boundary line to a point that is North 03 degrees, 28 minutes, 46 seconds
West, 497.03 feet from monument "Russellborough' ; THENCE
5. Continuing South 86 degrees, 31 minutes, 14 seconds West, 27.31 feet to an old
concrete monument on said northerly boundary line; THENCE
6. Continuing South 86 degrees, 31 minutes, 14 seconds West, 472.43 feet along
said northerly boundary line to an old concrete monument. Last said monument
being the northerly most comer of said Brunswick Town historic site; THENCE
7. South 07 degrees, 17 minutes, 46 seconds West, 1,086.18 feet along a westerly line
of said Brunswick Town historic site to an old concrete monument; THENCE
8. South 23 degrees, 54 minutes, 54 seconds East, 849.25 feet along another westerly
line of said Brunswick Town historic site to a point on the northerly right-of-way of St.
Phillips Road (100-foot wide public right-of-way), also known as SR1530; THENCE
9. North 71 degrees, 06 minutes, 08 seconds West, 478.82 feet along a northerly right-
of-way line of said St. Phillips Road to a point at the easterly end of a curve to the
South having a radius of 550.00 feet; THENCE
10. With the are of said curve and with the northerly right-of-way line of St. Phillips Road
to a point at the westerly end of said curve that is North 88 degrees, 45 minutes, 09
seconds West, a chord distance of 333.53 feet from the preceding point; THENCE
11. South 73 degrees, 35 minutes, 50 seconds West, 242.50 feet along said northerly right-of-
way line to a point at the easterly end of a curve to the south having a radius of 550.00
feet; THENCE
12 With the are of last said curve and along the northerly right-of-way line of said St.
Phillips Road to a point at the westerly end of said curve that is South 59 degrees,
34 minutes, 28 seconds West, a chord distance of 266.54 feet from the preceding point;
THENCE
RECEIVED
13. South 45 degrees, 33 minutes, 06 seconds West, 197.92 feet along last said
northerly right-of-way line to a point at the easterly end of a curve having a radius of JUN 16 2015
200.00 feet; THENCE u4;"-uenu C;b yA
RECEIVED
DCM WILMINGTON, NC
h1AY 0 1 2015

er Of 11 10 2010
lJil1,11,111,8;gP058aef'�����Jill111; 5'
14. Along the are of last said curve, as it curves to the north and along last said northerly
right-of-way line to a point at the westerly end of last said curve that is South 72
degrees, 31 minutes, 08 seconds West, a chord distance of 181.39 feet from the
preceding point; THENCE
15. North 80 degrees, 30 minutes, 50 seconds West, 311.49 feet along said northerly right-of-
way line to a "new iron pipe" at its intersection with the easterly right-of-way
line of Plantation Road SE; THENCE
16. North 22 degrees, 37 minutes, 00 seconds West, 1,554.46 feet along last said
easterly right-of-way line to a point at the southerly end of a curve having a radius
of 1,702.42 feet; THENCE
17. Along the are of last said curve and along the easterly right-of-way line of said Plantation
Road SE, as it curves to the east to a point at the northerly end of said curve that is North
15 degrees, 33 minutes, 11 seconds West, a chord distance of 418.52 feet from the
preceding point; THENCE
18. North 08 degrees, 29 minutes, 33 seconds West, 1,052.25 feet along said easterly right-
of-way line to a point at the southerly end of a curve having a radius of 559.00 feet;
THENCE
19. Along the arc of last said curve and along the easterly right-of-way line of said
Plantation Road SE, as it curves to the east to a point at the northerly end of last
said curve that is North 04 degrees, 36 minutes, 53 seconds East, a chord distance
of 253.53 feet from the preceding point; THENCE
20. North 17 degrees, 43 minutes, 19 seconds East, 216.60 feet along last said easterly
right-of-way line to an old concrete monument at the westernmost comer of a
cemetery as shown on a map recorded in Map Book 23 at page 400 of the Brunswick
County Registry; THENCE
21. North 06 degrees, 39 minutes, 36 seconds East, 282.42 feet along last said easterly
right-of-way line and along the westerly line of said cemetery to an old concrete
monument; THENCE
22. North 00 degrees, 12 minutes, 54 seconds West, 82.55 feet along last said easterly
right-of-way line to the point and place of beginning.
aECE�vEo
The same being a portion of Tract 2 and contains 160.12 acres, more or less, as shown on a map1616 V5
of "Division of Property for Orton Longleaf, LLC" prepared by Sherwin D. Cribb, NC
Professional Land Surveyor, L-1099 dated February 10, 2009 and revised July 2, 2009, Sheet 2 0�-W ar+u t LL
of 9.
All bearings are referenced to NC Grid NAD83 and all distances are horizontal.
10 RECEIVED
DCM WILMINGTON, NC
I,.IAY 0 12015

IIIIIIIIIIIIIIIIIIIIIIIII II�IIIIIIIII 81@4 PaSssm�a s-20100,
Portion 2: lck County, NC eglster of Deeds page 11
Brunsuof 15
Beginning at the intersection of the southerly right-of-way line of St. Phillips Road SE
(100-foot wide public right of way) also known as SR1533 with the westerly boundary line of
Brunswick Town historic site as described in a Deed recorded in Book 113 at Page 287 of the
Brunswick County Registry. Running thence from said beginning point:
South 23 degrees, 54 minutes, 54 seconds East, 513.54 feet along the westerly boundary
line of said Brunswick Town historic site to an old concrete monument. Said concrete
monument being located North 20 degrees, 56 minutes, 41 seconds West, 114.15 feet
from an old iron pipe. Said old iron pipe being located North 05 degrees, 09 minutes, 43
seconds West, 0.90 feet from a concrete monument. Last said concrete monument being
located South 88 degrees, 39 minutes, 31 seconds West, 199.68 feet from the
northwesterly corner of the ruins of the St. Phillips Church on said Brunswick Town
historic site.
2. Running thence from said old concrete monument:
North 37 degrees, 40 minutes, 52 seconds West, 683.97 feet along a boundary line
of a tract deeded to the USA by Deed recorded in Book 189 at Page 513 of the
Brunswick County Registry to the intersection of said southerly line of St. Phillips
Road SE. Last said point being located South 37 degrees, 40 minutes, 52 seconds
West, 55.61 feet from an old Corps of Engineers monument marked "WALP23";
THENCE
3. From last said intersection point along the southerly right-of-way line of St. Phillips
Road SE, South 71 degrees, 06 minutes, 08 seconds East, 221.87 feet to the point
and place of beginning.
The same being a portion of Tract 2 shown on a map of "Division of Property for Orton
Longleaf, LLC" prepared by Sherwin D. Cribb, February 10, 2009 and revised July 2, 2009,
Sheet 2 of 9 which is bounded on the east by Brunswick Town historic site, on the west by the
United States of America deed book 189 at page 513 on the north by the southerly right -of -line
of St. Phillips Road SE, and containing 0.96 acres, more or less.
All bearings are referenced to NC Grid NAD83 and all distances are horizontal.
Portion 3:
Beginning at a "new iron pipe" at the intersection of the easterly right-of-way line of
Plantation Road SE (100-foot wide public right-of-way), also known as SR1529 with the
southerly right-of-way line off St. Phillips Road SE (100-foot wide public right-of-way), also
known as SR1533 in Brunswick County, North Carolina. Running thence from said beginning
point;
RECEIVED
11 JUN 16 1015 RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

I111111111IIIIIIIIIIIIII�III1II1IIIII B31 M11-10-"1B
Brunsulek Coup! Brendammons41.001
Y. C Rglster pf Deede 12 of 15
1. South 80 degrees, 30 minutes, 50 seconds East, 247.00 feet along the southerly right-of-
way line of said St. Phillips Road SE to a point at the westerly end of a curve having a
radius of 300.00 feet; THENCE
2. With the arc of said curve and with the southerly right-of-way line of said St. Phillips
Road, as it curves to the north, to a point at the easterly end of said curve that is North
72 degrees, 31 minutes, 08 seconds East, a chord distance of 272.09 feet from the
preceding point; THENCE
3. North 45 degrees, 33 minutes, 06 seconds East, 197.92 feet along said southerly
right-of-way line to a point at the westerly end of a curve having a radius of 450.00
feet; THENCE
4. Along the arc of last said curve and along the southerly right-of-way line of said St.
Phillips Road, as it curves to the south, to a point at the easterly end of said curve,
that is North 59 degrees, 34 minutes, 28 seconds East, a chord distance of 218.08
feet from the preceding point; THENCE
North 73 degrees, 35 minutes, 50 seconds East, 242.50 feet along the southerly line
of said St. Phillips Road to a point at the westerly end of a curve having a radius of
450.00 feet; THENCE
6. Along the are of last said curve and along the southerly right-of-way line of said St.
Phillips Road, as it curves to the south, to a point at the eastern end of said curve
that is South 88 degrees, 45 minutes, 09 seconds East, 272.89 feet from the preceding
point; THENCE
South 71 degrees, 06 minutes, 08 seconds East, 273.10 feet along last said southerly
right-of-way line to a point of a line of boundary line United States of America recorded
in Book 189 at Page 513 of the Brunswick County Registry. Last said point being
South 63 degrees, 22 minutes, 59 seconds West, 42.93 feet from an old concrete
monument marked "WALP23'; THENCE
8. South 63 degrees, 22 minutes, 59 seconds West, 1,613.68 feet along said line of RECEIVED
the USA tract to a "new iron pipe" in the easterly right-of-way line of said Plantation
Road SE; THENCE JUN 16 1015
ut::�•twnu ���,;
9. North 23 degrees, 35 minutes, 49 seconds West, 479.70 feet along last said easterly
right-of-way line to the point and place of beginning.
The above -described tract contains 10.84 acres, more or less, and is that irregular tract bounded
on the west by Plantation Road SE, on the north by St. Phillips Road SE, shown as a portion of
Tract 2, and on said south by the Lands of the United States of America, as shown on a map
entitled "Division of Property for Orton Longleaf, LLC" prepared by Sherwin D. Cribb, NC,
Professional Land surveyor, L-1099, dated February 2, 2009, revised July 2, 2009
(Sheet 2 of 9).
12 RECEIVED
DCM WILMINGTON, NC
MAY 0 1 2015

a,��swi�,C�tY�ogister of B3104dP05ile'13 ef'��z'
All bearings are NC Grid NAD83 All distances are horizontal.
THIRD TRACT (Parcel Number 1440000110):
Being the property described as "Tract 6" in that plat entitled "Division of Property for Orton
Longleaf, LLC" by Sherwin D. Cribb dated November 19, 2009 and recorded in Map Cabinet 63
at Page 24 in the Brunswick County registry, reference to which is hereby made for a more
complete description.
FOURTH TRACT (Parcel Number 1440000104):
BEGINNING at a point in the northern easement line of the Military Ocean Terminal,
Sunny Point, North Carolina, said easement line being shown on a map entitled: Master Plan,
Basic Information Map, Reservation Map, Drawing #18-02-02, dated January, 1982. Said point
of beginning being located North 74 degrees 25 minutes East 466.88 feet as measured along said
easement line, from a monument designated WALP 37 as shown on the before mentioned map,
said monument being located North 74 degrees 25 minutes East 58.0 feet, as measured along
said easement line, from a point on the centerline of S.R. #1529, said centerline point being
located in a southerly direction, 1.4 miles, as measured along said centerline from the point of
intersection of said centerline with the centerline of S.R. #1530. Running thence from said point
of beginning North 25 degrees 58 minutes 53 seconds East 49.93 feet to a point; thence North 17
degrees 16 minutes 01 seconds West 133.91 feet to a point; thence North 84 degrees 37 minutes
01 seconds East 62.67 feet to a point; thence North 05 degrees 22 minutes 59 seconds West
260.00 feet to a point; thence North 84 degrees 37 minutes 01 seconds East 40.00 feet to a point;
thence South 05 degrees 22 minutes 59 seconds East 398.44 feet to a point; thence South 65
degrees 26 minutes 47 seconds East 398.44 feet to a point; thence South 24 degrees 33 minutes
13 seconds West 40.00 feet to a point; thence North 65 degrees 26 minutes 47 seconds West
398.47 feet to a point; thence South 54 degrees 38 minutes 41 seconds West 40.00 feet to a point;
thence North 35 degrees 21 minutes 19 seconds West 40.00 feet to a point; thence North 54
degrees 38 minutes 41 seconds East 327.93 feet to the point of beginning and containing 1.28
Acres +/-. The above description describes a site for a proposed building, antenna tower, and
also a 40.0 feet wide strip, 20.0 feet each side of the proposed guy wire location, for the proposed
600 feet high radio tower.
FIFTH TRACT (Parcel Number 15900002):
Being all of that property consisting of 3.24 acres and described as "Spoil Area
Exception' in that plat entitled "Map of Conservation Easement for Kenneth Sprunt A Portion of aECENED
Orton Plantation", by Sherwin A. Cribb, dated April, 2000, and recorded in Map Book 23 at JUN 16 2015
Pages 396-402 in the Brunswick County Registry, reference to which is made for a more
complete description of the property. tx:a: unnu u�w
13
RECEIVED
DCM WILMINGTON, NC
6A.4Y 0 r 2015

11-
IlBrunswick lllllllllllllllRegister 83104BeadP05Cle ef''15r
Exhibit B
1. 2010 and subsequent years' ad valorem taxes, and any deferred taxes under N.C.G.S.
Section 105-277.1F et seq.
2. Conservation Easement recorded in Book 1425, Page 724, Brunswick County Registry
and re -recorded in Book 2678, Page 0001, Brunswick County Registry, and Amended
and Restated Conservation Easement by and between Orton Longleaf, LLC and the North
Carolina Coastal Land Trust recorded in Book 3000 at Page 1259 of the Brunswick
County Registry.
3. Right of Way Agreement in favor of State Highway & Public Works Commission
recorded in Book 125, Page 192, Brunswick County Registry.
4. Easement & Right of Way in favor of Carolina Power & Light Company recorded in
Book 133, Page 49, Brunswick County Registry.
5. Lease to Sea -Comm, Inc. recorded in Book 727, Page 672, Brunswick County Registry,
and Lease Amendments recorded in Book 727, Page 689, Book 729, Page 879, Book
2858 at Page 574 and Book 3052 at Page 360, Brunswick County Registry, with respect
thereto.
6. Right -of -Way Easement to Brunswick Electric Membership Corporation recorded in
Book 933, Page 1048, Brunswick County Registry.
7. General Permit to Southern Bell Telephone & Telegraph Co, recorded in Book 123, Page
571, Brunswick County Registry.
8. General Permit between Southern Bell Telephone & Telegraph Company and Mr. & Mrs.
James L. Sprunt recorded in Book 189, Page 47, Brunswick County Registry.
9. A portion of the subject property is subject to an easement to the United States of
America, recorded in Book 189, Page 513, Brunswick County Registry.
10. A portion of the subject property is subject to an Unrecorded Land Lease Agreement
between Laurence G. Sprunt and Kenneth M. Sprunt and GTE Mobilnet, dated
September 1, 1991 and a Memorandum recorded in Book 2793 at Page 478, Brunswick
County Registry.
RECEIVER
11. All exceptions and matters shown on that plat entitled "Map of Conservation Easement
for Kenneth M. Sprunt A Portion for Orton Plantation", by Sherwin D. Cribb, dated April JUN 16 28YJ
2000, and recorded in Book 23, Pages 396-402, Brunswick County Registry. 1 �
f-)c -MHO r^^-'
12. Any portion of the Property lying within the bounds of any streets, roads, highways,
pathways, cartway, etc., or rights of way thereof.
14
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

10
111111 11111 111111 11l1 111y. 1 IN l 111 l III 13104er of d�05�3`,�15 s � ts,
13. Rights of others in and to the continued uninterrupted flow of Orton Pond and any creeks,
and branches located on the Property.
14. Any encroachments, overlaps, boundary line disputes, easements, measurements,
variations in area or content, party walls or other facts which a correct survey and
inspection of the property would show.
15. Rights of others, if any, in and to any private roads or cemeteries affecting the property.
16. All governmental land use statutes, ordinances and regulations applicable to the property
including zoning, building and subdivision regulations.
17. No warranty is made with respect to any portion of the property below the mean high
water mark of the Cape Fear River or any other area adjacent to navigable tidal waters.
15
RECENED
JUN 161U6
RECEIVED
DCM WILMINGTON, NC
MAY012015

01IIIII IIII IIIIII1IIIIIIIIIIIIIIIII IIII B3104 P0578 4002
Dmmo0
Brunswick County, Me Reglster of Deeds page 1 of 6
Brenda M. Clemman. Register of Deeds
11-10-2010 16:00:41 .002 Brunswick County, NC
NC REVENUE STAMP: fS0920.00 (#238190)
PREPARER HAS NOT SEARCHED
AND DOES NOT CERTIFY TITLE
TO THE PROPERTY DESCRIBED HEREIN
Prepared by:
McGuireWoods LLP
300 North Third Street, Suite 400
Wilmington, North Carolina 28401
Revenue Stamps: $50,920.00
.,. c::r 0'
t.
Ci:S S )b Ckri2S Cash$
eqi •w1J: Ca:" S Finance
_ ..,{rx :f Crl.•umeni art o;egiwe Cue to cnxllOn
a' aA
Tax Parcel Numbers: Part of Parcel Number 1440000105
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
. ;+sync ^a;k; YcM:tl b;' "• ,�
GENERAL WARRANTY DEED
. THIS GENERAL WARRANTY DEED (this "Deed"), dated as of November / o ,
2010, is made by ORTON LONGLEAF, LLC, a North Carolina limited liability company (the
"GrantoeD, to ORTON PLANTATION HOLDINGS, LLC, a Delaware limited liability
company (the "Grantee"), whose address is 1251 Avenue of the Americas, 170' Floor, New York,
New York 10020.
WITNESSETH:
THAT the Grantor, by these presents does grant, assign, transfer and convey unto the
Grantee, in fee simple, all of Grantor's right, title and interest in and to that certain property
situated in Brunswick County, North Carolina; and more particularly described on Exhibit A RECEIVED
attached hereto.
- 1UN 16 2015
TO HAVE AND TO HOLD the aforesaid property, together with all easements, N..w.-unnu WVI
tenements, privileges and appurtenances thereunto belonging to the Grantee in fee simple
forever.
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

I�IIIIIII I I IIII I I III I I II I II II I II II III 83104 Pa5i9 ma�*:410.002
rurnwick County, NC Reglater of Deeds page 2 of 5
And the Grantor covenants with the Grantee, that Grantor is seized of the said premises in
fee simple and has the right to convey the same in fee simple; that the same are free from
encumbrances; and that the Grantor will warrant and defend the title against the claims of all
persons whatsoever except for the exceptions hereinafter stated. Title to the property
hercinabove described is subject to the exceptions set forth in Exhibit B attached hereto.
IN WITNESS WHEREOF, the Grantor has duly executed this Deed, all as of the day
and year first above written.
GRANTOR:
ORTON LONGLEAF, LLC
By: [/—
L�urenc` e qi. Spnint, Manager
I
Sprunt, Manager
2
RECEIVED
JUN 16 7s+i
RECEIVED
DCM WILMINGTON, NC
� AY 0 12015

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIII a3ta4 Pa580m8:00:41.002
Brunswick County, NC Register of Deeds page 3 of '.
STATE OF NORTH CAROLINA
COUNTY OF W W WA WAl2t(-
I, �W , a Notary Public of the County and State
aforesaid, certify that Laurence G. Sprunt and David H. Sprunt personally appeared before me
this day and acknowledged that they are the Managers of Orton Longleaf, LLC, a North Carolina
limited liability company (the "Company"), and that they, as the Managers of the Company,
being authorized to do so, voluntarily executed the foregoing instrument on behalf of the
Company for the purposes stated therein.
I certify that the Signatory personally appeared before me this day, and
(check one of the following):
(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or
federal identification with the Signatory's photograph in the form of: (check one
of the following)
_ a driver's license; or
other (describe: ); or
(a credible witness has sworn to the identity of the Signatory).
WITNESS my hand and official seal this J L day of A1OVc.4'+,L� , 2010.
My commission expires:
(NOTARIAL SEAL)
1�#iA� VWYr3''
Notary Public 'W i J (r eP.
(type or print name)
\\\\\�V `%. M IIIC .�/,
NOTARY
PUBLIC
RECEIVED
IUN 1810�
,wly;tly
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

IlBrunswick lllCounty, lli�lRegister llll 83194Deeds
P9581page 4°ofs002
Exhibit A
BEGINNING in the western line of the Cape Fear River at the mouth of Orton Creek,
and running thence westwardly in the run of Orton Creek 2,700 feet, more or less, to its
intersection with the former boundary line between Orton Plantation and Kendall Plantation, said
intersection being 300 feet, more or less, northeastwardly from where Orton Creek turns sharply
toward the south; thence South 40.00 degrees West 1,262.09 feet to a point; thence North 66
degrees 05 minutes 30 seconds West 1,670.90 feet to a point; thence South 30 degrees 27
minutes 27 seconds West 412.38 feet to a point in the centerline of State Road 1530; thence in a
northwestwardly direction with the centerline of State Road 1530 1,100 feet, more or less, to the
centerline of the right-of-way of N.C. Highway No. 133 (said highway having a 100 feet right-
of-way); thence southwestwardly in the centerline of said highway 24,155 feet, more or less, to
its intersection with a western line of Orton Plantation, said western line being also an eastern
line of the town limits of Boiling Spring Lakes (said western line of Orton Plantation being
parallel to and a short distance west of a 310 feet wide Carolina Power & Light Company right-
of-way); thence along the boundary line between Orton Plantation and Boiling Spring Lakes
North 16 degrees 30 minutes West 6,000 feet, more or less, to a stone, an Orton Plantation
(formerly Sprunt) corner; thence along the boundary line of Orton Plantation and Boiling Spring
Lakes North 10 degrees East 2,202 feet to a stone, an Orton Plantation (formerly Sprunt) corner,
thence along the boundary line of Orton Plantation and Boiling Spring Lakes North 39 degrees
30 minutes West 1,128 feet to two stones marked "D.L.G." and "U.S." on the east side of the
run of Allen's Creek, an Orton Plantation (formerly Sprunt) comer (Allen's Creek is sometimes
called Kendall Creek, Lilliput Creek or McKensie Creek); thence continuing the last course,
North 39 degrees 30 minutes West to the run of Allen's Creek; thence northeastwardly and
eastwardly in the run of Allen's Creek to the old upper dam of Allen's Creek (the run of Allen's
Creek at the dam is the middle of three channels at the dam); thence continuing eastwardly in the
run of Allen's Creek, utilizing the shortest distance where the creek seems to have more than one
channel as in the case of two shortcuts through horseshoe bends, to and through the old dam
which is just west of N.C. Highway No. 133; thence continuing eastwardly in the run of Allen's
Creek to the western line of the Cape Fear River; thence southward)y in the western line of the
river to the point of Beginning, LESS AND EXCEPT the following described property:
Being the property described as "Tract 6" in that plat entitled "Division of Property for Orton
Longleaf, LLC" by Sherwin D. Cribb dated November 19, 2009 and recorded in Map Cabinet 63
at Page 24 in the Brunswick County registry, reference to which is hereby made for a more
complete description.
RECEIVED
JUN 16 2015
PWH* k M4fi
RECEIVED
DCM WILMINGTON, NC
mm 0 1 2915

►ItI 1111IIIIIIIIIII IIII IIIIIIIIIIII a,, F0582 18 00-601002
Brunswick County, NC Register of Deed,' alemme 3
P 9e 5of 3
Exhibit B
I. 2010 and subsequent years' ad valorem taxes, and any deferred taxes under N.C.G.S.
Section 105-277.1F et seq.
2. Right of Way Agreement in favor of State Highway & Public Works Commission
recorded in Book 125, Page 192, Brunswick County Registry.
3. Easement & Right of Way in favor of Carolina Power & Light Company recorded in
Book 133, Page 49, Brunswick County Registry.
4. Consent Judgment in favor of Carolina Power & Light Company recorded in Book 292,
Page 71, Brunswick County Registry.
5. Grant of Easement in favor of North Carolina Natural Gas Corporation recorded in Book
879, Page 33, Brunswick County Registry.
6. Right -of -Way Easement to Brunswick Electric Membership Corporation recorded in
Book 933, Page 1048, Brunswick County Registry.
7. Access Easement Agreement in favor of Carolina Power & Light Company recorded in
Book 995, Page 443, Brunswick County Registry.
8. General Permit to Southern Bell Telephone & Telegraph Co. recorded in Book 123, Page
571, Brunswick County Registry.
9. General Permit between Southern Bell Telephone & Telegraph Company and Mr. & Mrs.
James L. Sprunt recorded in Book 189, Page 47, Brunswick County Registry.
10. A portion of the subject property is subject to an easement to the United States of
America, recorded in Book 189, Page 513, Brunswick County Registry.
11. Any portion of the Property lying within the bounds of any streets, roads, highways,
pathways, cartway, etc., or rights of way thereof.
12. Rights of others in and to the continued uninterrupted flow of Orton Pond and any creeks,
and branches located on the Property.
13. Any encroachments, overlaps, boundary line disputes, easements, measurements,
variations in area or content, party walls or other facts which a correct survey and
inspection of the property would show.
14. Rights of others, if any, in and to any private roads or cemeteries affecting the property.
15. All governmental land use statutes, ordinances and regulations applicable to the property
including zoning, building and subdivision regulations.
RECEIVED
1UN 16 1015
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

1111111111111111IIIIIIIIIIIIIJill IIII B3104 P0583m o60:4l.003
Brunswick County, NC Register of Deeds page 1 of 8
PREPARER HAS NOT SEARCHED
AND DOES NOT CERTIFY TITLE
TO THE PROPERTY DESCRIBED HEREIN
Prepared by:
McGuireWoods LLP
300 North Third Street, Suite 400
Wilmington, North Carolina 28401
Revenue Stamps: None
Tax Parcel Number: Part of Parcel Number 1440000105
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
its at:
Rev
Int.
y.h',e� to Ck . 4e
casn $
Cash S _ Rilarce
- - ; c! cocu:uert are akgN43 a,.� rc r.:; d+con
. "_5215 YF'K�J bi-1-i-A
.. _. .., , cd.
QUITCLAIM DEED
THIS QUITCLAIM DEED (this "Deed'7, dated as of November / o , 2010, is made
by ORTON LONGLEAF, LLC, a North Carolina limited liability company (the "Grantor"), to
ORTON PLANTATION HOLDINGS, LLC, a Delaware limited liability company (the
"Grantee"), whose address is 1251 Avenue of the Americas,l7a' Floor, New York, New York
10020.
WITNESSETH:
THAT that the Grantor has and by these presents does remise, release and quitclaim unto
the Grantee all the Grantor's right, title and interest in and to that certain lot or parcel of land
situated in Brunswick County, North Carolina and more particularly described on Exhibit A RECEIVED
attached hereto. JUN 16 lot
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and WW"-k*MW
appurtenances thereto belonging to the Grantee in fee simple.
RECEIVED
DCM WILMINGTON, NC
mm 0 12015

11111111111Jill 1111111111111111111111 83104 P058418:00:41.o03
Brunswick County, NC Register of Deeds page 2 of 5
IN WITNESS WHEREOF, the Grantor has duly executed this Deed, all as of the day
and year first above written.
GRANTOR:
ORTON LONGLEAF, LLC
By:
L urence G.Sprunt, anager
By: I, UP. L"
David H. Sprunt, Manager
RECEIVED
1UN 16 lot
— • 10'
"C,J,_MNn f" "
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

III I II III II III III IIII IIII II III III I III B3104 Aklmons
STATE OF NORTH CAROLINA Brunswick County, NC Register of Deeds page 3 of 5
COUNTY of NLV u'
I, IV i lAcV2/---� a Notary Public of the County and State
aforesaid, certify that Laurence G. Sprunt and David H. Sprunt personally appeared before me
this day and acknowledged that they are the Managers of Orton Longleaf, LLC, a North Carolina
limited liability company (the "Company"), and that they, as the Managers of the Company,
being authorized to do so, voluntarily executed the foregoing instrument on behalf of the
Company for the purposes stated therein.
I certify that the Signatory personally appeared before me this day, and
(check one of the following):
(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or
federal identification with the Signatory's photograph in the form of: (check one
of the following)
_ a driver's license; or
other (describe: l; or
(a credible witness has sworn to the identity of the Signatory).
WITNESS my band and official seal this 1011- day of WOWA� , 2010.
My commission expires:
25 Zot2-
(NOTARIAL SEAL)
%1: ftX
Notary Public IVY i ffid-v_e."
(type orprint name)
x0tillMill��
NOTARY
Z ° PUBLIC °
'�i�tige,r• i °
RECEIVED
1UN 16 IM
6,,W,_Wr,u wku,
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

qII111I mnswII p1lim111111111lll �Il�� ofepn@:dsi7 Ps6em, �f46 mm3
Exhibit A
Commencing at a rebar with aluminum disk found in the westerly right-of-way of River
Road (North Carolina State Highway No. 133)(100 feet wide) having North Carolina State Plane
Coordinates(NAD83NSRS2007) of Northing=120649.61 and Easting = 2316064.18, thence;
along the westerly right-of-way of said River Road (100 feet wide), South 24°15'20" East a
distance of 451.51 feet to a rebar with aluminum disk found, thence; along the westerly right-of-
way of said River Road (100 feet wide), South 22°47'05" East a distance of 250.29 feet to the
Point of Beginning, thence continuing along the westerly and northerly right-of-way of said
River Road (100 feet wide), the following ten courses;
1) South 22°47'05" East a distance of 350.68 feet to a point, thence;
2) with a curve to the right having a radius of 759.39 feet, a chord bearing of South 03047'47"
East, a chord length of 494.52 feet, for an are length of 503.70 feet to a #5 rebar with cap set,
thence;
3) South 15-11'56" West a distance of 534.39 feet to a #5 rebar with cap set, thence;
4) with a curve to the right having a radius of 3769.65 feet, a chord bearing of South 37°06'29"
West, a chord length of 2813.19 feet, for an are length of 2882.94 feet to a #5 rebar with cap set,
thence;
5) South 59*01'01" West a distance of 4729.97 feet to a #5 rebar with cap set, thence;
6) with a curve to the right having a radius of 11621.83 feet, a chord bearing of South 61°49'23"
West, a chord length of 1117.05 feet, for an are length of 1117.48 feet to a #5 rebar with cap set,
thence;
7) South 64037144" West a distance of 5135.30 feet to a #5 rebar with cap set, thence;
8) with a curve to the left having a radius of 5779.53 feet, a chord bearing of South 52050'23"
West, a chord length of 2361.68 feet, for an are length of 2378.43 feet to a #5 rebar with cap set,
thence;
9) South 41°03'01" West a distance of 11444.87 feet to a #5 rebar with cap set, thence;
10) with a curve to the left having a radius of 5 779.5 3 feet, a chord bearing of South 37141'24"
West, a chord length of 677.53 feet, for an are length of 677.92 feet to a point which bears North
15°34'58" West a distance of 2.01 feet from a concrete monument found marking the southeast
corner of John & Carole R Hehns lands as described in Deed Book 1335 at Page 1325, thence;
11) along the easterly line of lands of said John & Carole R. Helms, the State of North Carolina
as described in Deed Book 1480 at Page 1417, Brian K. Vititoe as described in Deed Book 2796
at Page 315, Nathan J. and Jennifer D. Dove as described in Deed Book 2158 at Page 796,
Richard A. Anderson as described in Deed Book 1322 at Page 201, Hal N. & Jennifer H.
Bridgers as described in Deed Book 968 at Page 793, Section 21, Part 1 and 2 for Boiling Spring
Lakes and Section 11, Part 1 for Boiling Spring Lakes, North 15°34'58" West a distance of
6337.62 feet to a Granite Stone marked "DLG", thence;
12) along the easterly line of said Section 11, Part 1 for Boiling Spring Lakes and Reeves
Telecom Limited Partnership as described in Deed Book 760 at Page 909, North 09°17'31" East
a distance of 2200.03 feet to a concrete monument found, thence;
13) along the northeasterly line of said Reeves Telecom Partnership, North 43°I4'26" West
passing through a monument set at a distance of 1125.56 feet and continuing for a distance of
4
RFCF1j'FO
Aq�.,I6 AV75
RECEIVED
DCM WILMINGTON, NC
MAY 0 ? 2015

IIlillll l illll ll lll�l l ll 111 ll M4003
Brenda age5
20.36 feet further for a total distance of 1145.92 feet to a point in the run of Allen's Creek
(Kendall Creek), thence;
14) easterly along the run of Allen's Creek (Kendall Creek) as it meanders approximately 39,732
feet (said course having a tie line of North 66°18'24" East 25,437.44 feet), to its intersection
with the westerly line of River Road (100 feet wide), the point and place of beginning,
Said tract comprising an area of 173,548,708 square feet, 3984.13 acres more or less.
RECEIVED
DCM WILMINGTON, NC
MAY 0 ! 2015

it 10-2eiG
�`������`�B3104dP0590` 10Of49am4
Rr=tir of Diicountyds
Brenda n. "Simmons ft238193)
it to-zeN" REVENUE ,,064 , N
,6Lk el
q . t I- „_43,svqa1 Cali; a _
PREPARER HAS NOT SEARCHED Firnm+3
AND DOES NOT CERTIFY TITLE
.� ns ,i r,.a.,:en.ai: d",9iuI0 tlue to uirLtlon
TO THE PROPERTY DESCRIBED HEREIN -
Prepared by:
McGuireWoods LLP
300 North Third Street, Suite 400
Wilmington, North Carolina 28401
Revenue Stamps: $33,300.00
Tax Parcel Numbers: Part of Parcel Number 1440000108
Part of Parcel Number 1440000109
STATE OF NORTH CAROLINA
GENERAL WARRANTY DEED
COUNTY OF BRUNSWICK
THIS GENERAL WARRANTY DEED (this "Deed"), dated as of November Is!'I^
2010, is made by LILLIPUT INTERESTS, LLC, a North Carolina limited liability company
(the "Grantor"), to ORTON PLANTATION HOLDINGS, LLC, a Delaware limited liability
company (the "Grantee"), whose address is 1251 Avenue of the Americas, 17'h Floor, New York,
New York 10020.
WITNESSETH:
THAT the Grantor, by these presents does grant, assign, transfer and convey unto the
Grantee, in fee simple, all of Grantor's right, title and interest in and to that certain property
situated in Brunswick County, North Carolina; and more particularly described on Exhibit A
attached hereto.
TO HAVE AND TO HOLD the aforesaid property, together with all easements,
tenements, privileges and appurtenances thereunto belonging to the Grantee in fee simple
forever.
RECEIVED
DCM WILMINGTON, NC
PLAY 0 ? 2015

IIIIaIIIIIIIN11IIIIIIIIIIII111111111 s3iaa PaSgi 10-2110
'6: 00:41 .024
Brunswick County, NC Register of Deeft emmons
Pa2 of 9
And the Grantor covenants with the Grantee, that Grantor is seized of the said premises in
fee simple and has the right to convey the same in fee simple; that the same are free from
encumbrances; and that the Grantor will warrant and defend the title against the claims of all
persons whatsoever except for the exceptions hereinafter stated. Title to the property
hereinabove described is subject to the exceptions set forth in Exhibit B attached hereto.
IN WITNESS WHEREOF, the Grantor has duly executed this Deed, all as of the day
and year first above written.
GRANTOR:
LILLIPUT INTERESTS, LLC
'Samuel N. Sprunt, Jr., Manager
RECEIVED
DCM WILMINGTON, NC
M,4Y 0 12015

STATE OF NORTH CAROLINA m1ok IIIIIIty, N II gl to 83104 P0992mnen°s °01am°
L �unsulek Courtly, NC eglsle� of Deids page 3 of 9
COUNTYOF N&I hW.VZY
1, 11Y 1 , a Notary Public of the County and State
aforesaid, certify that Samuel N. Sprunt, Jr. personally appeared before me this day and
acknowledged that he is the Manager of Lilliput Interests, LLC, a North Carolina limited liability
company (the "Company"), and that he, as the Manager of the Company, being authorized to do
so, voluntarily executed the foregoing instrument on behalf of the Company for the purposes
stated therein.
I certify that the Signatory personally appeared before me this day, and
✓ (check one of the following):
(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or
federal identification with the Signatory's photograph in the form of: (check one
of the following)
a driver's license; or
other (describe: ); or
(a credible witness has sworn to the identity of the Signatory).
WITNESS my hand and official seal this 101,1- day of �Ul eMW , 2010.
My commission expires:
q 2's Z
(NOTARIAL SEAL)
/a VVicr
Notary Public -MC Wk (T-W
(type or print name)
=_
NOTARY
Z� PUBLlc •.4\\
RECEIVED
JUN I s 71175
RFC`^
JUN
DCnn.n
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

runsw,ck County- Nc Register of 83104dP059t m4 sr49o�.
Exhibit A
FIRST TRACT (Part of Parcel Number 1440000108):
BEGINNING at a point which is the intersection of the western right-of-way line of N.C.
Highway No. 133 and the division line between J. Laurence Sprunt, et al and Laurence Clark as
established by Order of the District Court of Brunswick County dated April 26, 1972, a copy of
which is recorded in Book 263, Page 515 (the beginning point of said division line being
identified in said Order as being North 8 degrees 15 minutes West 670.46 feet from a stone, an
old Sprunt comer, and South 8 degrees 15 minutes East a distance of about 822 feet from the run
of Summerhouse Branch); thence leaving said right-of-way of N.C. Highway No, 133 South 85
degrees 30 minutes West along said Sprunt-Clark division line and along the northerly line of the
tract described in deeds recorded in Book 75, Page 122 and Book 87, Page 620, 946 feet; thence
South 20 degrees 15 minutes East 344 feet to a stone near a gum tree; thence South 81 degrees
45 minutes West 854 feet to a stone; thence North about 10 degrees West to Summerhouse
Branch; thence up said branch to a comer of Tract 1 of the Division of Frank Brown, Sr. Estate
as shown on the map thereof recorded in Map Book 6, Page 64; thence North 86 degrees 10
minutes West along the southerly line of said Tract I of the Division of Frank Brown, Sr. Estate
980 feet to a stone; thence North 13 degrees 10 minutes West along the westerly lines of Tracts
1, 2 and 3 of said Frank Brown, Sr. Estate Division as shown on said map 843 feet to the
southwest comer of Tract 4 of said Frank Brown, Sr. Estate Division; thence North 69 degrees
48 minutes East along the southerly line of said Tract 4 of said division 2,323 feet to the western
right-of-way line of N.C. Highway No. 133; thence northwardly along said western right-of-way
line of said highway about 625 feet to a culvert under said highway accommodating the waters of
Dark Bay Branch; thence eastwardly along Dark Bay Branch to the edge of Sandhill Mill Pond;
thence northwardly and westwardly along the edge of Sandhill Mill Pond as shown on the map
of said Frank Brown, Sr. Estate Division recorded in Map Book 6, Page 64, to the northeast
corner of Tract 6 as shown on said map; thence South 23 degrees East along the easterly line of
said Tract 6, 443 feet to the southwesterly comer of Tract 5A of said division; thence North 86
degrees 05 minutes East along the southerly line of said Tract 5A, 626 feet to the western right-
of-way line of N.C. Highway No. 133; thence southwardly along said western line of said
highway 399 feet to Pretty Pond Road, as shown on said map; thence westwardly following
Pretty Pond Road and the northerly lines of Tract 4 of said Frank Brown, Sr. Estate Division
North 78 degrees 30 minutes West 703 feet, South 34 degrees 45 minutes West 370 feet and
South 57 Degrees West 491 feet to the southernmost comer of Tract 6 of said division; thence
North 23 degrees West, along the dividing line between Tracts 5 and 6 of said division, 926 feet
to Sandhill Mill Pond; thence westwardly along Sandhill Mill Pond to a line of the first tract
described in a deed from Hargrove Bellamy and wife to Town Creek Timber Company recorded
in Book 248, Page 788; thence South 3 degrees West along said line 1,092 feet to a comer of the
first tract described in said deed recorded in Book 248, Page 788, thence South 73 degrees 30
minutes West along the southerly line of said first tract described in said deed recorded in Book
248, Page 788, 5,100 feet, more or less, to a comer of a tract now or formerly owned by the
Weyerhaeuser Company, formerly North Carolina Pulp Company, as shown on a map recorded
in Map Book 2, Page 165; thence South 70 degrees 50 minutes West along a line of the
Weyerhaeuser tract as shown on said map 464 feet to an old corner of Lilliput Plantation in
RECEIVED
JUN 16 2015
RECEIVED
DCM WILMINGTON, NC
MAY 0 12915

11111111111111�1111111111111Register of B310aDeed, P0594e�5^sf4g004
Negro Head Bay; thence South 13 degrees 53 minutes East along another of Weyerhaeuser
Company's lines 1,170 feet, more or less, to Caney Branch; thence southwestwardly along Caney
Branch to its intersection with the northern right-of-way line of N.C. State Road No. 1521
(formerly the old Belgrange Road); thence westwardly along the northern right-of-way line of
State Road No. 1521 to a curve towards the north; thence northwestwardly continuing along said
northern line of State Road No. 1521 about 250 feet to a stone marked "D.L.G.", opposite a
corner of the town limits of Boiling Spring Lakes; thence souhwestwardly crossing State Road
No. 1521 to said corner of the town limits of Boiling Spring Lakes; thence South 69 degrees 25
minutes West about 1,720 feet along a boundary line of Boiling Spring Lakes to a stone marked
"D.L.G."; thence South 44 degrees 52'/2 minutes West along another boundary line of Boiling
Spring Lakes 835.9 feet to a stone marked "D.L.G." thence along another boundary line of
Boiling Spring Lakes South 44 degrees 551/2 minutes Fast 1,270.8 feet to a comer of the town
limits of Boiling Spring Lakes which is in the northern line of a tract now or formerly owned by
International Paper Company as shown on a map recorded in Map Book 3,Page 153; thence
eastwardly along said northern line of the International Paper Company tract 300 feet, more or
less, to a stone "D.L.G." marking the northeast comer of said paper company tract; thence South
12 degrees East along said International Paper Company easterly line about 6,000 feet to a stone
"J.L.S. " in Eagles Branch; thence westwardly along Eagles Branch, as it meanders, to a stone
marking the southeast corner of the "Pretty Pond' 156.17 acre tract now or formerly owned by
International Paper Company as shown on said map recorded in Map Book 3, Page 153; thence
North 86 degrees 20 minutes West along the southern line of said 156.17 acre tract 1,980 feet to
the easterly town limits of Boiling Spring Lakes; thence South 11 degrees East along said
easterly line of Boiling Spring Lakes about 5,000 feet to a cypress in the run of Allen's Creek
(Allen's Creek is sometimes called Kendall Creek, Lilliput Creek or McKensie Creek), thence
northeastwardly and Eastwardly in the run of Allens Creek to the old upper dam of Allen's
Creek (the run of Allen's Creek at the dam is the middle of three channels at the dam); thence
continuing eastwardly in the run of Allen's Creek, utilizing the shortest distance where the creek
seems to have more than one channel as in the case of two shortcuts through horseshoe bends, to
and through the old dam which is just west of N.C. Highway No. 133 to a point in the western
right of way of N.C. Highway 133, thence northwardly along the western right of way of N.C.
Highway 133 approximately 5,225 feet to the point of Beginning.
SECOND TRACT (Part of Parcel Number 1440000109):
Commencing at a #5 rebar with cap set, said point having North Carolina Grid
Coordinates (NAD83NSRS2007) of Northing=109,142.01 and Fasting = 2,309,781.15, thence;
South 56105' 17" West a distance of 1991.25 feet to the centerline of Orton Pond, the Point of
Beginning, thence the following seven courses along the centerline of said Orton Pond and lands
of the United States of America described in Deed Book 189 Page 515, North 85"20'37" West a
distance of 682.69 feet to a point, thence North 64°46'44" West a distance of 610.47 feet to a
point, thence South 76*29' 13" West a distance of 793.80 feet to a point, thence South 17*41' 12"
West a distance of 648.16 feet to a point, thence South 39°04'49" West a distance of 402.12 feet
to a point, thence North 88156'15" West a distance of 234.07 feet to a point, thence South
47041' 19" West a distance of 419.11 feet to a point, said point bearing South 04'21' 11" East a
distance of 1688.60 feet from a #5 rebar with cap set, having North Carolina Grid Coordinates
(NAD83NSRS)of Northing = 108,637.35 and Fasting = 2,305,001.15, thence leaving said
RECEIVED
JUN 16 1015
ACV1-MhU "41,
RECEIVED
DCM WILMINGTON, NC
MAY 0 i 2015

ii�iii�iiii�iiiii�iiiiii�iii��iiii� B310 of tlP059gmons g'ea.
centerline of Orton Pond and along the lands of Lilliput Interests LLC as set forth in instrument
recorded in Deed Book 2686 at Page 203 North 1901322" West a distance of 478.52 feet to a
point in the centerline of the Quince Branch, thence the following thirty-six courses along said
Quince Branch and said lands of Lilliput Interests LLC; North 57015'11" West a distance of
374.54 feet to a point, thence North 66°46'37" West a distance of 298.59 feet to a point, thence
North 76° 11'36" West a distance of 281.02 feet to a point, thence North 89°31'36" West a
distance of 180.45 feet to a point, thence South 83° 14'28" West a distance of 468.53 feet to a
point, thence South 72104'31" West a distance of 324.44 feet to a point, thence South 41°17'29"
West a distance of 275.71 feet to a point, thence South 81 °09'32" West a distance of 315.78 feet
to a point, thence South 72°38'49" West a distance of 340.18 feet to a point, thence South
72°49'22" West a distance of 318.80 feet to a point, thence North 80° 14'26" West a distance of
317.14 feet to a point, thence South 61*14'16" West a distance of 168.94 feet to a point, thence
South 48°30'26" West a distance of 65.I6 feet to a point, thence South 83059'41" West a distance
of 96.46 feet to a point, thence South 52°48'13" West a distance of 211.57 feet to a point, thence
South 26'18'17" West a distance of 88.52 feet to a point, thence South 26°40'34" West a distance
of 99.62 feet to a point, thence South 85°08'13" West a distance of 56.78 feet to a point, thence
South 70°45'28" West a distance of 48.43 feet to a point, thence South 57°15'16" West a distance
of 75.80 feet to a point, thence South 58°35'16" West a distance of 113.76 feet to a point, thence
South 04°35'48" West a distance of 46.33 feet to a point, thence South 05°14'20" East a distance
of 65.68 feet to a point, thence South 81°22'53" West a distance of 45.06 feet to a point, thence
South 17015'52" West a distance of 66.78 feet to a point, thence North 56*34'19" West a distance
of 62.13 feet to a point, thence South 75°34'44" West a distance of 68.79 feet to a point, thence
North 38°39'21" West a distance of 8.87 feet to a point, thence North 28'35'48" East a distance
of 52.42 feet to a point, thence North 86°06'04" West a distance of 96.02 feet to a point, thence
North 75°57'20" West a distance of 35.60 feet to a point, thence North 30°24'56" West a distance
of 9.05 feet to a point, thence North 40°17'38" East a distance of 21.75 feet to a point, thence
North 62"57'31" East a distance of 38.57 feet to a point, thence North 21059'03" West a distance
of 104.79 feet to a point, thence North 33°45'55" West a distance of 65.42 feet to a point in the
southerly right-of-way of River Road (NC Highway 133)(100 feet wide), said point bearing
South 33°45'55" East a distance of 51.80 feet from a magnetic nail set in the centerline of said
River Road (100 feet wide), thence the following three courses along said southerly right-of-way
of River Road (100 feet wide); North 41°03'01" East a distance of 3963.16 feet to a rebar with
cap set, thence with a curve to the right having a radius of 5679.53 feet, a chord bearing of North
52°50'23" East, a chord length of 2320.82 feet, for an arc length of 2337.28 feet, to a rebar with
cap set, thence North 64°37'44" East a distance of 1353.58 feet to a. point, said point bearing
South 21 °36'40" East a distance of 50.10 feet from a magnetic nail found in the centerline of
said River Road, thence the following twenty-six courses along the Ramro Branch and the
centerline of Venison Cove and lands of Orton Longleaf LLC as set forth in instrument recorded
in Deed Book 2684 at Page 512; South 26°41'23" East a distance of 48.06 feet to a point, thence
South 19'17'38" East a distance of 96.74 feet to a point, thence South 52*01'31" East a distance
of 13 0.9 1 feet to a point, thence North 51 °42'43" East a distance of 145.94 feet to a point, thence
South 87°35'08" East a distance of 136.85 feet to a point, thence North 43'42'10" East a distance
RECEN0
of 123.91 feet to a point, thence North 54' 18'00" East a distance of 47.19 feet to a point, thence
South 86°20'59" East a distance of 110.74 feet to a point, thence South 51 °45'51" East a distance
JU14 161015 v
of 155.75 feet to a point, thence South 33'43'17" East a distance of 111.32 feet to a point, thence
South 26*51'43" East a distance of 169.19 feet to a point, thence South 00°15'47" East a distance
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

wick��ty' Nc���ogister of 83104dP9596�;1;f=Q'e04
of 190.19 feet to a point, thence South 34158'00" East a distance of 192.86 feet to a point, thence
South 40°48'59" East a distance of 144.26 feet to a point, thence South 13138'17" East a distance
of 143.00 feet to a point, thence South 21°20'00" West a distance of 89.63 feet to a point, thence
South 01 ° 15' 19" East a distance of 169.08 feet to a point, thence South 28°04'04" East a distance
of 216.74 feet to a point, thence South 37* 18'59" East a distance of 161.99 feet to a point, thence
South 49°02'07" East a distance of 193.68 feet to a point, thence South 05°29'25" West a
distance of 209.00 feet to a point, thence South 52016'54" East a distance of 83.62 feet to a point,
thence South 23143'28" East a distance of 83.77 feet to a point, thence South 33°55'35" East a
distance of 594.52 feet to a point, thence South 08111'34" East a distance of 268.13 feet to a
point, thence South 21°56'06" East a distance of 360.94 feet to a point, thence leaving said
centerline of Venison Cove, South 15138'52" West a distance of 665.42 feet to the point and
place of beginning, said tract comprising an area of 18,420,068 square feet, 422.87 acres more or
less.
The above -described property is conveyed together with easements described and conveyed in an
easement deed dated June 30, 1982 from Reeves Telecom Associates, recorded in Book 502,
Page 986.
Excepting, however, from the FIRST TRACT above described those lots or tracts conveyed by
deeds recorded in Book 122, Pages 256, 276 and 602; Book 125, Page 227; Book 147, Page 284;
Book 162, Page 431; and Book 296, Page 216, reserving, however, to Samuel N. Sprunt and his
heirs and assigns all rights reserved or retained by the Grantors in said deeds.
The above -described property is a portion of the property described and conveyed in a deed
dated March 28, 1984 from Kenneth M. Sprunt, et al, to Orton Plantation, a North Carolina
general partnership, recorded in Book 600, Page 931.
RECEIVED
JUN 16 71';
Pr'V P.k r;;_
RECEIVED
DCM WILMINGTON, NC
MAY 0 i 2015

IIIIIIIIIIlIIIIIIIIIIIIII�I�IIIIIIII a�iao ��e 8� 49� '
BrunswIck County, N splster of ns*ds
Exhibit B
1. 2010 and subsequent years' ad valorem taxes, and any deferred taxes under N.C.G.S.
Section 105-277.1 F et seq.
2. Right of Way Agreement in favor of State Highway & Public Works Commission
recorded in Book 125, Page 192, Brunswick County Registry.
3. Easement & Right of Way in favor of Carolina Power & Light Company recorded in
Book 133, Page 49, Brunswick County Registry.
4. Consent Judgment in favor of Carolina Power & Light Company recorded in Book 292,
Page 71, Brunswick County Registry.
5. Grant of Easement in favor of North Carolina Natural Gas Corporation recorded in Book
879, Page 30, Brunswick County Registry.
6. Right -of -Way Easement to Brunswick Electric Membership Corporation recorded in
Book 933, Page 1048, Brunswick County Registry.
7. Access Easement Agreement in favor of Carolina Power & Light Company recorded in
Book 995, Page 448, Brunswick County Registry, amended by instrument recorded in
Book 2937 at Page 915, Brunswick County Registry.
8. General Permit to Southern Bell Telephone & Telegraph Co. recorded in Book 123, Page
571, Brunswick County Registry.
9. General Permit between Southern Bell Telephone & Telegraph Company and Mr. & Mrs.
James L. Sprunt recorded in Book 199, Page 47, Brunswick County Registry.
10. A portion of the subject property is subject to an easement to the United States of
America, recorded in Book 189, Page 513, Brunswick County Registry.
11. Any portion of the Property lying within the bounds of any streets, roads, highways,
pathways, cartway, etc., or rights of way thereof.
12. Rights of others in and to the continued uninterrupted flow of Orton Pond and any creeks,
and branches located on the Property.
13. Any encroachments, overlaps, boundary line disputes, easements, measurements, power
line rights of way, variations in area or content, party walls or other facts which a correct
survey and inspection of the property would show. RECENEo
14. Rights of others, if any, in and to any private roads or cemeteries affecting the property. NN 16 2015
pCPg{u)nh' inv
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII B3104 Passam, e00-401006
Brunauiek County, NC Register of Deeds papa 9 of 9
15. All governmental land use statutes, ordinances and regulations applicable to the property
including zoning, building and subdivision regulations.
RECEIVED
JUN 161015
pf "a NCNB Gw
-iVED
XiM WILMINGTON, NO
MAY 0 12015

11-10-2010
{�outyNcti�gist�`r 83104 P0599: e;f41006
Brunswick
of 006
_�k* .
�(D lev Int.__
3_3Ckit ¢ZCana
Cash 3 _ Finance
nr. of nnrumenl C,e A"*U0 due to mrftn
PREPARER HAS NOT SEARCHED :PFt.f e • , ',a
AND DOES NOT CERTIFY TITLE
TO THE PROPERTY DESCRIBED HEREIN
Prepared by:
McGuireWoods LLP
300 North Third Street, Suite 400
Wilmington, North Carolina 28401
Revenue Stamps: None
Tax Parcel Number: Part of Parcel Number 1440000108
STATE OF NORTH CAROLINA
QUITCLAIM DEED
COUNTY OF BRUNSWICK
THIS QUITCLAIM DEED (this "Deed"), dated as of November 12—2010, is made
by LILLIPUT INTERESTS, LLC, a North Carolina limited liability company (the "Grantor"),
to ORTON PLANTATION HOLDINGS, LLC, a Delaware limited liability company (the
"Grantee"), whose address is 1251 Avenue of the Americas, 17°i Floor, New York, New York
10020.
WITNESSETH:
THAT that the Grantor has and by these presents does remise, release and quitclaim unto
the Grantee all the Grantor's right, title and interest in and to that certain lot or parcel of land
situated in Brunswick County, North Carolina and more particularly described on Exhibit A
attached hereto. RECENED
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and 1UN 161515
appurtenances thereto belonging to the Grantee in fee simple. QCM.MH96ay,
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

IIIIIIIIIIIIIIIIIIIIIIIII Illillllllil a3iaa POsaa�; 4
Brunswick County, INC Register of Deeds page 2 of 10
IN WITNESS WHEREOF, the Grantor has duly executed this Deed, all as of the day
and year first above written.
GRANTOR:
LILLIPUT INTERESTS, LLC
By: Lndi �
Samuel N. Sprunt, Jr., Manager
RECEIVED
JUN 16 /"
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

11 10 2010
STATE OF NORTH CAROLINA II{IIIIIIII`III'lll„�I II III",r �3of �04dP0601m3 of`10 5
COUNTY OF NLW hif1(Jye-Y Brunsw1 @ R
I, IY j aT a Notary Public of the County and State
aforesaid, certify that Samuel N. Sprunt, Jr. personally appeared before me this day and
acknowledged that he is the Manager of Lilliput Interests, LLC, a North Carolina limited liability
company (the "Company"), and that he, as the Manager of the Company, being authorized to do
so, voluntarily executed the foregoing instrument on behalf of the Company for the purposes
stated therein.
I certify that the Signatory personally appeared before me this day, and
(check one of the following):
(I have personal knowledge of the identity of the Signatory); or
(I have seen satisfactory evidence of the Signatory's identity, by a current state or
federal identification with the Signatory's photograph in the form of: (check one
of the following)
a driver's license; or
other (describe: ); or
(a credible witness has sworn to the identity of the Signatory).
WITNESS my hand and official seal this Jt�_ day of KeMkY 2010.
Notary Public MrG t v
` My commission expires: �t111111.ttt / (type or print name)
���� M C O �ii�
— � NOTARY
(NOTARIAL SEAL) y PUBUO ;v
RECEIVED
JUN 16 1015
}21.Wl�INU GIA'
RECEIVED
DCM WILMINGTON, NC
MAY 0 1 2015

IIIII IIIIII(IIIIIJill IIII IIIIIIIIIIII 83104 P0602m1 -CO 4�'0D5
Brunsuic County, NC Register of Deeds page 4 of 10
Exhibit A
FIRST TRACT:
Commencing at a concrete monument in the northerly right-of-way of Funston Road
(SR1521)(60 feet wide) in the eastern line of lands of Town Creek Timber Company as
described in Deed Book 460 at Page 166, thence; South 00°01'07" West a distance of 73.70 feet,
thence South 00°01'43" East a distance of 88.27 feet to a granite stone marked "Sprunt" being
the southeast corner of the aforementioned Town Creek Timber Company Iands and having
North Carolina Grid Coordinates (NAD83NSRS2007) of Northing=127,154.53 and Easting =
2,310,572.72, being the Point of Beginning, thence;
1) North 0010F43" West a distance of 88.27 feet to a concrete monument found in the southerly
right-of-way of said Funston Road (60 feet wide), thence the following 6 courses along the
southerly right-of-way of said Funston Road (60 feet wide);
2) North 54°40'l6" East a distance of 238.63 feet to a #5 mbar with cap set, thence;
3) North 66°49'37" East a distance of 495.84 feet to a #5 rebar with cap set, thence;
4) North 57006'07" East a distance of 288.89 feet to a #5 rebar with cap set, thence;
5) with a curve to the left having a radius of 480.00 feet, a chord bearing of North 43°13'33"
East, a chord length of 230.23 feet, for an arc length of 232.50 feet to a 95 rebar with cap set,
thence;
6) North 29120'59" East a distance of 166.91 feet to a #5 rebar with cap set, thence;
7) with a curve to the right having a radius of 219.77 feet, a chord bearing of North 63°2248"
East, a chord Iength of 245.98 feet, for an arc length of 261.06 feet to a #5 rebar with cap set,
thence;
8) South 82°35'24" East a distance of 557.17 feet to a #5 rebar with cap set at the intersection of
said southerly right-of-way of Funston Road (60 feet wide) with the westerly right-of-way of
River Road (North Carolina State Highway 133)(100 feet wide), thence the following two
courses along the westerly right-of-way of said River Road(100 feet wide);
9) South 30054'49" East a distance of 596.12 feet to a #5 rebar with cap set, thence;
10) with a curve to the right having a radius of 7949.35 feet, a chord bearing of South 30° 10'40"
East, a chord length of 204.16 feet, for an arc length of 204.17 feet to a #5 rebar with cap set,
thence;
11) along the northerly line of Towanna Michele Spencer as described in Deed Book 2191 at
Page 1120 and the northerly line of Samuel Brown as described in Deed Book 156 at Page 673,
South 65°51'11" West a distance of 2300.98 feet to a concrete monument marking the northwest
comer of said Samuel Brown lands, thence;
12) along the westerly line of said Samuel Brown, William B Picketts as described at Deed Book
166 at page 596, and Christobell Delts as described at Deed Book 344 at page 317, South
17°07'21 " East a distance of 844.34 feet to a granite stone marked "Sprunt" marking the
southwest corner of the aforementioned Christobell Delts land, thence; aECENED
13) along the southerly line of said Christobell Delts, South 89°36'58" East a distance of 980.55
feet to a granite stone marked "Sprunt" marking the southeast comer of the said Christobell 17bs16 2#5
land and the southwest corner of Samuel Brown lands as described in Deed Book 160 at
486,thence;
RECEIVED
DCM WILMINGTON, NC
M,4Y 0 12015

1-10-2010
5:00-
�Brunswick�counyNCRegi ar *ads page5^of410 5
14) along the southerly line of said Samuel Brown lands, North 77052'43" East a distance of
107.05 feet to a granite stone marked "Sprunt" marking the northwcst comer of lands of Leatha
Sidbury as described in Deed Book 1293 at Page 1306, thence;
15) along the westerly line of lands of said Leatha Sidbury, Lee Andrews Clark as described in
Deed Book 904 at Page 1064, and Lawrence and Rudolph Brewington as described in Deed
Book 816 at page 308, South 10044142" East a distance of 980.54 feet to a granite stone marked
"Sprunt" marking the southwest corner of said Brewington lands, thence;
16) along the south line of said Brewington, North 81137'17" East a distance of 846.46 feet to a
granite stone marked "Sprunt", thence;
17) along the south line of said Brewington, South 86124'13" East a distance of 1026.95 feet to a
rebar found in the westerly right-of-way of River Road (North Carolina State Highway No.
133)(100 feet wide), thence;
18) along the westerly right-of-way of said River Road (100 feet wide), South 24°48'26" East a
distance of 1827.92 feet to a concrete monument found marking the northeast comer of lands of
Lillie Mae Roberts and Wilma Brown as described in Deed Book 122 at page 256, thence;
19) along the northerly line of said Roberts and Brown lands, South 65"12'05" West a distance of
417.03 feet to a concrete monument found marking the northwest comer of said Roberts and
Brown lands, thence;
20) along the westerly line of lands of said Roberts and Brown and Charles and Josy Reaves
Smith as described in Deed Book 162 at page 431, South 24"48'32" East a distance of 312.99
feet to a #5 rebar with cap set marking the southwest comer of said Smith lands, thence;
21) along the southerly line of said Smith lands, North 65011'56" East passing through a concrete
monument found at a distance of 417.15 feet and continuing 1.13 feet further for a total distance
of 418.28 feet to a point on the westerly right-of-way of River Road (North Carolina State
Highway 133)(100 feet wide) said point being 3104.3 feet plus or minus north of the north edge
of the concrete bridge over Allen's Creek (Kendall Creek), thence the following three courses
along the westerly right-of-way of said River Road (100 feet wide);
22) South 24°44'27" East a distance of 2385.83 feet to a rebar with aluminum disc found, thence;
23) South 24*15'20" East a distance of451.51 feet to a to a rebar with aluminum disc found,
thence;
24) South 22°47'05" East a distance of 250.29 feet to a point marking the intersection of the
westerly right-of-way of said River Road (100 feet wide) with the centerline of Allen's Creek
(Kendall Creek), thence;
25) westerly along the run of said Kendall creek as it meanders, a distance of 35,517 feet more or
less to the intersection of the run of said creek with the easterly line of lands of Joseph N, JR. and
Carolyn T. Lewis as described in Deed Book 2866 at Page 1083 (said course having a tie line of
South 67°59'20" West a distance of 22,496.92 feet), thence;
26) along said easterly line of lands of Joseph N, JR. and Carolyn T. Lewis, North 14°24'27"
West passing through an existing iron pipe at 7.02 feet, said pipe having North Carolina Grid
Coordinates (NAD83NSRS) of Northing = 111,581.73 and Pasting = 2,295,486.03 and
continuing 1609.34 feet more for a total distance of 1616.36 feet to a rebar found, thence;
27) along the easterly line of Brittany Woods, Section 14 as described in Map Book G at page
279, North 14°15'50" West a distance of 1867.48 feet to a rebar found, thence;
28) along the easterly line of Brittany Woods, Section 14 as described in Map Book G at page
279, North 14121'53" West a distance of 1625.36 feet to a rebar found marking the northeast
corner of Lot 42 of said Brittany Woods, Section 14, thence;
5 RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

@�jiiiiii�iiiiiiiiiiiiiiiiiiiiiiiii" Brenda M. Clammof Deed% page a^of41005
29) along a southerly line of Brittany Woods, Section 14, North 85044'04" East a distance of
190.10 feet to an existing iron pipe marking the southeast corner of lot 40 of said Brittany
Woods, Section 14, thence;
30) along the easterly line of Lot 40 of Brittany Woods, Section 14 North 15"10'44" West a
distance of 21.56 feet to a monument marking the southwest corner of lands owned by Camp
Pretty Pond as described in Deed Book 176 at page 468, thence the following three courses along
the southerly line of said Camp Pretty Pond lands;
31) North 89°51'40" East a distance of 588.20 feet to an existing iron pipe, thence;
32) North 89"56'08" East a distance of 1025.26 feet to a concrete monument found, thence;
33) North 89'52'00" East a distance of 397.33 feet to a concrete monument found marking the
southwest corner of lands of the State of North Carolina as described in Deed Book 2060 at page
1002, thence the following twenty courses along said State of North Carolina lands and the
centerline of the Eagles Branch;
34) North 66154'06" East a distance of 463.78 feet to an existing iron pipe, thence;
35) North 43"28'20" East a distance of 169.65 feet to a point, thence;
36) North 55051'17" East a distance of 152.70 feet to a point, thence;
37) North 45' 14'18" East a distance of 70.12 feet to a point, thence;
38) North 28° 1749" East a distance of 71.86 feet to a point, thence;
39) North 43*23'17" East a distance of 161.15 feet to a point, thence;
40) North 55-57-41" East a distance of 181.58 feet to a point, thence;
41) North 79°15'36" East a distance of 156.08 feet to a point, thence;
42) North 72007'11" East a distance of 117.22 feet to a point, thence;
43) South 79°31'40" East a distance of 177.57 feet to a point, thence;
44) South 77°50'03" East a distance of 172.82 feet to a point, thence;
45) South 45115'01" East a distance of 315.10 feet to a point, thence;
46) North 79°51'39" East a distance of 51.66 feet to a point, thence;
47) North 36°04'25" East a distance of 45.37 feet to a point, thence;
48) South 57*31'06" East a distance of 150.97 feet to a point, thence;
49) North 43"19'00" East a distance of 176.55 feet to a concrete monument found, thence;
50) North 38°42'08" West a distance of 115.43 feet to an existing iron pipe point, thence;
5 1 ) South 82°16'42" East a distance of 873.79 feet to an existing iron pipe, thence;
52) South 54"52'33" East a distance of 179.87 feet to an existing iron pipe, thence;
53) North 39059'49" East a distance of212.36 feet to a concrete monument marking the
southeasterly corner State of North Carolina lands as described in Deed Book 2060 at Page 1002,
thence;
54) along the easterly line of said State of North Carolina lands, North 16004'33" West a distance
of 5847.99 feet to a granite stone marked "DLG" marking the northeast corner of said State of
North Carolina lands, the southeast comer of Donna M & Lee Norris as described in Deed Book
2680 at Page 700 and having North Carolina Grid Coordinates (NAD83NSRS) of Northing =
122,805.33 and Easting = 2,298,048.10, thence;
55) along the easterly line of said Norris lands, Becky H Long lands as described in deed Book RECEIVED
1170 at Page 936, and Glenn W Golding as described in Deed Book 389 at page 302, North JUN 16 �`
49°21'52" West a distance of 1191.31 feet to a granite stone marked "DLG" marking an interior
comer of said Golding lands, thence;
RECEIVED
DCM WILMINGTON, NC
MAY 0i2015

IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII 13i0a aasa5a; e�;;'070�
Brunswick County, NC Reylstar of Deeds page 7 of 10
56) along the easterly line of lands of said Golding, Richard A & Teresa R. Milner as described
in Deed Book 1137 at Page 404 and a gap between said Milner property and the easterly line of
Sidney O. and Linda L. Mullins lands as described in deed Book 1576 at page 995, North
41*13'57" East a distance of 862.49 feet to a #5 rebar with cap set, thence;
57) along the easterly line of John W. and Tammy S. Harrison as described in Deed Book 808 at
Page 1019 and William and Patricia Willetts as described in Deed Book 2098 at page 625, North
64°58'45" East passing through a concrete monument at a distance of 1514.94 and continuing for
a distance of 66.65 more for a total a distance of 1581.59 feet to a #5 rebar with cap set in the
northerly right-of-way of Funston Road (SRI521)(60 feet wide) and marking the southwest
comer of TF Holdings Limited Partnership as described in Deed Book 987 at page 849, thence
the following nine courses along the northerly right-of-way of said Funston Road (60 feet wide)
and the southerly line of said TF Holdings Limited Partnership lands;
58) with a curve to the left having a radius of 269.98 feet, a chord bearing of South 67°19'39"
East, a chord length of 126.40 feet, for an arc length of 127.58 feet to a #5 rebar with cap set,
thence;
59) South 80-51'56" East a distance of 451.08 feet to #5 rebar with cap set, thence;
60) South 82*40'10" East a distance of 392.02 feet to a #5 rebar with cap set, thence;
61) South 83°21'46" East a distance of 460.67 feet to a #5 rebar with cap set, thence;
62) South 80°46'34" East a distance of 339.18 feet to a #5 rebar with cap set, thence;
63) South 83106'30" East a distance of 374.30 feet to a #5 rebar with cap set, thence;
64) South 81'52'03" East a distance of 1191.33 feet to a #5 rebar with cap set, thence;
65) South 81 °39'04" East a distance of 2831.16 feet to a #5 rebar with cap set, thence;
66) along an easterly line of said TF Holdings Limited Partnership lands, North 52°40'02" East a
distance of 22.28 feet to a point, thence;
67) along an easterly line of said TF Holdings Limited Partnership lands, North 25°04'14" East a
distance of 295.14 feet to a concrete monument, thence;
68) along a southerly line of said TF Holdings Limited Partnership lands, North 6305331" East a
distance of 406.85 feet to a concrete monument, thence;
69) along an easterly line of said TF Holdings Limited Partnership lands, North 17°13'46" West
a distance of 1106.41 feet to a wood post, thence;
70) along a southerly line of said TF Holdings Limited Partnership lands North 71 °09'22" East a
distance of 440.70 feet to a concrete monument having North Carolina Grid Coordinates
(NAD83NSRS) of Northing=125655.44 and Easting = 2305839,08, marking the southeast
corner of said TF Holdings Limited Partnership lands and the southwest comer of Town Creek
Timber Company lands as described in Deed Book 460 at Page 166, thence;
71) along the southerly line of said Town Creek Timber Company lands, North 72°25'39" East a
distance of 4964.93 feet to the point and place of beginning;
Said tract comprising an area of 119,120,196 square feet, 2734.62 acres more or less.
SECOND TRACT: aECEwEo
016Commencing at a gran1015
comer of the
Creek Timber Company landstas described te m Deed Book 460 at Page 66stone mard "Sprunf' being thesand having North Town QQVAhuy1��,
Carolina Grid Coordinates (NAD83NSRS) of Northing = 127,154.53 and Easting =
2,310,572.72, thence; North 00*01'43" West a distance of 88.27 feet to a monument found in the
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

BrunswiCk County, NC Register B3104dP0606�s f"0a6
southerly right-of-way of said Funston Road (SR1521)(60 feet wide), thence; North 00°01'07"
East a distance of 73.70 feet to monument found in the northerly right-of-way of said Funston
Road (60 feet wide), the Point of Beginning, thence;
1) along the easterly line of Town Creek Timber Company lands as described in Deed Book 460
at Page 166, North 00100'13" East a distance of 929.71 feet to a concrete monument found,
thence the following three courses along the former Sand Hill Mill Pond and a south line of the
said Town Creek Timber Company lands;
2) North 67°26'35" East a distance of 74.83 feet to a point, thence;
3) North 50°50'35" East a distance of 92.33 feet to a point, thence;
4) North 44047'05" East a distance of 140.86 feet to a monument found marking the northwest
comer of Bryan P. and Brenda B. Marshbum as described in Deed Book 1055 at Page 927,
thence;
5) South 26°00'25" East a distance of 889.20 feet to a #5 rebar with cap set in the northerly right-
of-way of said Funston Road (60 feet wide), thence the following three courses along the
northerly right-of-way of said Funston Road (60 feet wide);
6) South 57°06'07" West a distance of 9.16 feet to a #5 rebar with cap set, thence;
7) South 66049'37" West a distance of 497.10 feet to a #5 rebar with cap set, thence;
8) South 54*42'16" West a distance of 202.40 feet to the point and place of beginning;
Said tract comprising an area of 411,201 square feet, 9.44 acres more or less, and also
being shown on a survey map of Division of Frank Brown, Sr. Estate recorded in Map Book 6 at
Page 64 of the Brunswick County Registry.
1Y011Rla0"7,•T"9
Commencing at a #5 rebar set at the intersection of the westerly right-of-way of River
Road (North Carolina State Highway No. 133)(100 feet wide) with the southerly right-of-way of
Funston Road(SR1521)(60 feet wide) having North Carolina Grid Coordinates (NAD83NSRS)
Northing=128,084.50 and Easting = 2,312,477.81, thence; North 30°41' 18" West a distance of
76.24 feet to a #5 rebar set, thence; North 30041131" West a distance of 146.08 feet to a point,
thence; with a curve to the right having a radius of 4,549.63 feet, and a chord bearing of North
29°23'51" West, a chord distance of 205.55 feet, for an are length of 205.57 feet to a #5 rebar set
in the westerly right-of-way of said River Road, the Point of Beginning, thence;
1) along a northerly line of Bryan P. and Brenda B. Marshbum as described in Deed Book 1055
at Page 927, South 82010'50" West a distance of 571.75 feet to a concrete monument found,
thence;
2) along a easterly line of said Bryan P. and Brenda B. Marshbum lands, North 26°53'34" West a
distance of 441.99 feet to a concrete monument found, and continuing for a distance of 6.16 feet
further for a total distance of 448.60 feet to a point in the former Sand Hill Mill Pond and the
southerly line of Town Creek Timber Company lands as described in Deed Book 460 at Page o
166, thence the following seven courses along said former Sand Hill Mill Pond and southerly 910NE
line of Town Creek Timber Company lands, thence;
3) South 73°40'59" East a distance of 172.70 feet to a point, thence; SUN 16 —Voi%po-
4) South 77'01'57" East a distance of 220.65 feet to a #5 rebar set, thence; vcoP �
RECEIVED
DCM WILMINGTON, NC
MAY 0 12015

11-10 2010
IIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIII� 83104dP06clom Hof°1005
5) South 82005'52" East a distance of 108.04 feet to a point, thence;
6) North 81036'56" East a distance of 35.70 feet to a point, thence;
7) North 15029'06" East a distance of 86.20 feet to a point, thence;
8) North 13033'31" East a distance of 71.08 feet to a point, thence;
9) North 0005947" West a distance of 41.76 feet to a #5 rebar set in the westerly right-of-way of
said River Road (North Carolina State Highway No. 133)(100 feet wide), thence;
10) along the westerly right-of-way of said River Road, South 26044'36" East a distance of
350.16 feet to a #5 rebar set, thence;
11) along the westerly right-of-way of said River Road, on a curve to the left, having a radius of
4549.63 feet, a chord bearing of South 27025'24" East, a chord distance of 107.98 feet, for an are
length of 107.98 feet to the point and place of beginning.
Said tract comprising an area of 184,108 square feet, 4.23 acres more or less, and also
being shown on a survey map of Division of Frank Brown, Sr. Estate recorded in Map Book 6 at
Page 64 of the Brunswick County Registry.
FOURTH TRACT:
Commencing at a #5 mbar set at the intersection of the westerly right-of-way of River
Road (North Carolina State Highway No. 133)(100 feet wide) with the southerly right-of-way of
Funston Road(SR1521)(60 feet wide) having North Carolina Grid Coordinates
(NAD83NSRS2007) Northing=128,084.50 and Easting = 2,312,477.81, thence; South
63018'49" East a distance of 186.61 feet to a #5 rebar set in the easterly right-of-way of River
Road (North Carolina Highway No. 133)(100 feet wide), the Point of Beginning, thence the
following four courses along the easterly right-of-way of said River Road;
1) North 30054'49" West a distance of 156.20 feet to a #5 rebar set, thence;
2) North 30-41-31" West a distance of 223.30 feet to a #5 rebar set, thence;
3) with a curve to the right having a radius of 4449.64 feet, a chord bearing of North 28043'04"
West, a chord length of 306.60 feet, for an arc length of 306.66 feet to a #5 rebar set, thence;
4) North 26044'36" West a distance of 345.43 feet to a #5 rebar set, thence the following
nineteen courses along the former Sand Hill Mill Pond and a westerly line of Town Creek
Timber Company lands as described in Deed Book 460 at Page I66;
5) South 59020'33" East a distance of 68.41 feet to a point, thence;
6) South 34*10'07" East a distance of 71.87 feet to a point, thence;
7) South 47050'39" East a distance of 68.14 feet to a point, thence;
8) South 8103731" East a distance of 75.94 feet to a point, thence;
9) North 66*11'56" East a distance of 69.70 feet to a point, thence;
10) South 83001'06" East a distance of 65.38 feet to a point, thence;
11) South 50015'53" East a distance of 74.54 feet to a point, thence; RECEIVED
12) South 30036'05" East a distance of 40.65 feet to a point, thence;
13) South 35038'56" East a distance of 79.06 feet to a #5 rebar set, thence; JUN 16 1015
14) South 30003'34" East a distance of 122.27 feet to a point, thence; N►,uti lfyt 1^.1.
15) South 58008'41" East a distance of 73.63 feet to a point, thence;
16) South 06*1611" East a distance of 82.89 feet to a point, thence;
17) South 30036'20" West a distance of 81.06 feet to a point, thence;
DCM WILMINGTON, NC
MAY 0 12015

9
.005
arunI�wiI�k���ointY�llNC �agis1�or B3104 sP liof Deeds `mo of00:11-10-201 '10
18) South 37°54'36" West a distance of 77.47 feet to a point, thence;
19) South 34*15'18" West a distance of 79.18 feet to a point, thence;
20) South 32°49'04" East a distance of 75.68 feet to a point, thence;
21) South 36°47'35" East a distance of 70.67 feet to a #5 rebar set, thence;
22) South 27°51'35" West a distance of 43.71 feet to a point, thence;
23) South 44°46'33" West a distance of 60.99 feet to the point and place of beginning.
Said tract comprising an area of 194529 square feet, 4.47 acres more or less, and also
being shown on a survey map of Division of Frank Brown, Sr. Estate recorded in Map Book 6 at
Page 64 of the Brunswick County Registry.
10
RECEIVED
JUN 16 1015
RECEIVED
DCM WILMINGTON, NC
mm 0 12015

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Sk
UTPUNIsh Creek ?
t
LiffiputtAllen's Creek 'BRIDGE W
PROPOSED .,Ybc'
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AlsoseeSheet,9 for NWL i6ca-tion relative to bridde-
TIMBER VEHICU
LAR
BRIDGE DESIGN
ORTOK PLANTATION
WINNADOW, NC
Wetland Line
Approx. Limits of Disturbance
fie -24 Rip Rap
SrrE,SURVEY
CAMA Major- Permit Application Plan View Bridges
Orton Plantation, Brunswick County, NC
Allen's,Cree�k'-.Timber Bridges Sheet 5 of 9
May 26, 2015

NORRIS & TUNSTAAL
CONSULTING ENGINEERS, P.C.
902 wwu Srflw fl f (910) 94Y9663
MWpIEiON, M. M., M (919) M4 -9604
MI LICENSE 110, C-1641
See Sheets 5-7 for exact
bridge dimensions.
y \. �1u�,{f"'s vita . 1 i is r r . r . •,� `�yY # irVIla
t t t. r Y P♦ � 9 �., t� . !.
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t i t 1 ' r • • . ' ' ' r • . d
Y
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION
WIwomw, NC
- N- 4&744 jV -,tM?ACT�
DRAWING REVISIONS ROAD PLAN VIEW
04/30/15 I EDS
HEL:CEI`IED
7,rM WILMINGTON, NC
JUN d 8FEo
JUN 19 1015
I�uP-aar+u �:lu;
SCALE 1" = 40'

f50'—O"
OVERALL
t4'-10" 8X8 CUSTOM
O.C. METAL POST CAP 6X8 CURB
TYP 8X8 RAIL POST 6X10 GUARD RAIL 6X8 CURB BLOCK
BACKIF ^­EE TL � "
BY OTHERS
ELEVATION 10.08' „ ® n , ® ® ® ® ELEVATION 10.08'
VI 1°1 101 101 101 101 1 161 111 101 1-1 Ir
NOTE: ALL EXISTING GRADE INFORMATION SHOWN IS FROM
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
DRAWINGS DATED MARCH 7. 2014.
YO R K
THE PREMIER TITABER BRIDGE COMPANY
20Ngwe .o 1800.336411E
1� A D558 P M0836AN4
6.75X31.5 GLULAM STRINGER
800' RADIUS
12"-18" DOT RIP —RAP
BY OTHERS
NORMAL WATER LEVEL
ELEVATION 1.0'
, ELEVATION - EXTERIOR - BRIDGE A
Scale 1" = 4'
TIMBER VEHICULAR BRIDGE DESIGN i I
DRAWING REVISIONS
ORTON PLANTATION
WINNABOW, NC
0 2 4' 8'
Scale 1" = 4'
ELEVATION
EXTERIOR - BRIDGE A
HS20 LIVE LOADING (Lj400 DEFLECTION)
am 1h, PIMM tWI®Elt I 90£T "la
Ocmbe 31,2014 1 A. KNAPP 1 212013 201A
CAMA Major Permit Application Elevation Bridge A
Orton Plantation, Brunswick Coin .
CE° EO
Allen's Creek Timber Bridges !IMIN TON, NCSheet 6 of 9
� q95
May 12, 2015

t50'-O"
OVERALL
f4'-10"
O.C.
TYP
BACKFIH
BY OTHERS
ELEVATION 10.08,
,IN
r
L
12"-18" DOT RIP -RAP
- 1 BY OTHERS
8X8 CUSTOM
METAL POST CAP
8X8 RAIL POST
6X10 GUARD RAIL
6X8 CURB
6X8 CURB BLOCK
[14
, ® I. ®„ ® �l .. ® ® ELEVATION 10.08
"I 101 Iwl 1 101 1"I I"I I"I I-1fl I ---------- 4 I�
6.75X31.5 GLULAM STRINGER
800' RADIUS
I I I NORMAL WATER LEVEL
I_ l ELEVATION 1.0'
H7 ABUTMENT
10" WINGWALL PILE
12" BUTT PILE
WETLANDS
- BOTTOM OF CREEK -7.5'
r i� h1
to r" t� F
111
O t � I I
i1 ~ --f I I BACKFILL
BY OTHERS
WETLANDS
NOTE: ALL EXISTING GRADE INFORMATION SHOWN IS FROM
NORRIS k TUNSTALL CONSULTING ENGINEERS, P.C. r,� ELEVATION - EXTERIOR - BRIDGE B
DRAWINGS DATED MARCH 7. 2014. i
YORK
THE PREMIER TRvIBER BRIDGE COMPANY
e Plane PR "R" d YO addge Un OPp 20A MwNo has 1800.2264118
y aro eal t" ha r rmEa ar u w'M Ut
rl P"mlaelon from Ya Bddg. Ubn .Ph. latz.fl Z55% f 810.836.IP4
Scale
1 = 4
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION
WINNABOW, NC
0 2' 4' 8'
Scale 1" = 4' -
DRAWING REVISIONS ELEVATION ;'JN 15 2015
EXTERIOR - BRIDGE B
HS20 LIVE LOADING (L/400 DEFLECTION)
0.9E/1� mwx ee rPa¢� xuYePx �r xem[x:
Odnb- 31, 2011 A. MAPP 212013 202
CAMA Major Permit Application R EIVE tion Bridge B
Orton Plantation, Brunswick County,RQ(g WI INGT �iL g
Allen's Creek Timber Bridges
May 12, 2015 Sheet 7 of 9

NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
902 MARKET STREET PHONE [phone]
WILMINGTON, NC, 28401 FAX [phone]
N&T LICENSE NO. C-3641
3'
SH01
VARIES WITH HEIGHT
OF ROAD
14'
3'
-R'
VARIES WITH HEIGHT
OF ROAD
ROAD SURFACE \
(TO BE DETERMINED)
J1 FILL AREA 1
2 � 2
NATURAL GRADE
BRIDGE APPROACH CROSS-SECTION
N.T.S.
CAMA Major Permit Application
Orton. Plantation, Brunswick County, NC
Allen's Creek Timber Bridges
Mav 12. 2015
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION
WINNABOW, NC
Bridge Cross Section
Sheet 8 of 9
DRAWING REVISIONS
. DA76 BRIDGE APPROACH CROSS. -§SECTION
RECEI
04/30/15
MAY 12 Z015
0" 13* PRW= NUM6QC S}IE" Nl
mB 14025 01

PROPOSED GRADE __gaml
m
W
W
N
W
Z
x
H
lt! .`15
fig:.--._____.
WHIER
W
z
M)
x
o
SCALE: 1" = 20'
t
y
s�
•1°3 ILOF �LCEIVED
CAMA Major PermitA Application
1 Pp 1UN 19 2015
Orton Plantation, Brunswick County, NC Road Profile
Allen's Creek Timber Bridges
May 12, 2015 Sheet 9 of 9
DRAWING REVISIONS
TIMBER VEHICULAR BRIDGE DESIGN REV. / DESCRIPTIONpDN DATE ROAD PROF4EEEIVED
NORRIS & TUNSTALL — MINGTON NC
CONSULTING ENGINEERS, P.C.
902 MARKET STREET PHONE [phone] ORTON PLANTATION
WILMINGTON, NC. 28401 FAX [phone] WINNA9GW, NC DATE; DRAWN BY: PROJECT NUMBER: SHEET NUMBER:
N&T LICENSE NO. C-3641
04/30/15 EDE 14025 C2
_. -• •-,� _: ••'••--- ••-'•`•-:1 i�i
-
1 `q JI; -1 fIt3L Jf 4= r"� MCI P 11 ., 11 I I
.{InN__R,.9r�C..3�1 ,11 °f-l.::i
-,x.

f - �
RECEIVED
1UN 18 2015
D(71,u- OHn e`iir

y1.
,. �s�P •fr'T' rT fir.
.:; , `x`
r /• '5Yy
f
tv � , ,
F t �
i
i
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r
• trf:
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` {
�Y�.�y �.i h�.NV•f X^r

Map Source: 2012 Aerial Brunswick County GIS.
RECEIVED
JUN 16 2015
F�MMy'IWI'il.! C.I:�!
Riverine Wetland - Swamp Forest (GPS location)
Upland
SCALE 1" = 100'

p bAllen's Creek
I PLAN - SITE SURVEY
YORK
— — — — — — Wetland Line
Also see Sheet 9 for NWL location relative to bridges.
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION
WINNABOW, NC
Approx. Limits of Disturbance
t
LillipuUAllen's Creek BRIDGE B:
PROPOSED YBC
50' FSG BRIDGE � •�
t50'-0'
._a.__. _._L.....
Rip Rap - .- / •.• 1'� �,
f �
li \!
X
1. 1
-- Flo 05; MAMA �+dtaAtTS —
PLAN
SITE SURVEY
HM LIVE tDA M (L/4W MUCTION)
c was �s s1�(s�/�
SCALE 1" = 30'
Road approach extends
another 23 feet. See Sheet
5A and Sheet 9 for full extent of
grading outside the AEC.
RECEIVED
JUN 16 20b
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2015
0 Rip Rap

711�1..
D,ar RVA
NORRIS & TUNSTALL
CONSULTING FNGINF,F.RS, P.C.
902 NAR E STRUT PHONE (91➢) NJ-w"
.LNNHOWN, NO. 2N40! F" (910) 343-HO4
Nhl LNEENS5 NO. C-I641
See Sheets 5-7 for exact
bridge dimensions.
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION
WINNABOW, NO
1
---
I,
I
— No 4/E744jVA1M?ACJ3 —
DRAWING REVISIONS IROAD PLAN VIEW
V4/30/t5 I Eoe I 14025
RECEIVED
JUN 16 7015
tix.nttwr+u �?.�
HE';EIIVED
DCM WILMINGTON. NC
JUN 0 8 2015
SCALE 1" = 40'

t50'—O"
OVERALL
t4'-10"
O.C.
TYP
8X8 CUSTOM
METAL POST CAP
8X8 RAIL POST
6X10 GUARD RAIL
6X8 CURB
6X8 CURB BLOCK
BACKFILL
BY OTHERS
ELEVATION 10.08'
•�
O
®
®
®
®
ELEVATION 10.08
p
I�
tl
tl
s
6.1
6.75X31.5 GLULAM STRINGER
—
-` —
800' RADIUS
I'
12'-18"
DOT RIP —RAP
BY
OTHERS
m
--
H o0
—
NORMAL WATER LEVEL
-H
ELEVATION 1.0'
IL
—
BACKFILL
H7 ABUTMENT
_
BY OTHERS
10" WINGWALL PILE
12" BUTT PILE
WETLANDS
WETLANDS
BOTTOM OF CREEK —4.0' J
- ----- --- _--. --. RECEIVED
JUN 16 20b
NOTE: ALL EXISTING GRADE INFORMATION SHOWN IS FROM
NORRIS do TUNSTALL CONSULTING ENGINEERS, P.C. ELEVATION - EXTERIOR - BRIDGE A ale 1" = ° '
DRAWINGS DATED MARCH 7. 2014. 1 —
Sc4' Scale 1" = 4'
_ _YO_ R K TIMBER VEHICULAR BRIDGE DESIGN DRAWING REVISIONS ELEVATION
EXTERIOR - BRIDGE A
B_ OGE_CO_NCEPTB
HS20 L 0 o ORTON PLANTATION
LOADING (U4o0 DEFLECTION)
THE PREMIER TMIBER BRIDGE CODfPANY
atrrtie atww W. moFxr xrme sir ■�eua
T. Pm... P..P" a T. e6e4. c.. WINNABOW, NC 201A
capte. io3<b�a�o uar< , Eaonb<in amlxr 31, 2o14 A. IQ4APP 212013
Th.r an rwt t. h. t.pr.a,,..a a uua dtnout
nitiw, yMTIW.n k.T ypk 911Up. C.n..pl.. ]�,fl 3355H P&Ip E361P4
CAMA Major Permit Application Elevation Bridge A
Orton Plantation, Brunswick COUP VtRCCEI MIN EL
TON, NC
Allen's Creek Timber Bridges Sheet 6 of 9
^AY 12 ni5
May 12, 2015

t50'—O"
OVERALL
t4'-10"
O.C.
TYP
8X8 CUSTOM
METAL POST CAP
8X8 RAIL POST
6X10 GUARD RAIL
6X8 CURB
6X8 CURB BLOCK
BAC KFI LL
BY OTHERS
o.
..
ELEVATION 10.08' ® ® ® ELEVATION 10.08
g
H7 ABUTMENT
10" WINGWALL PILE
12" BUTT PILE
6.75X31.5 GLULAM STRINGER
800' RADIUS
12"-18" DOT RIP —RAP
BY OTHERS
NORMAL WATER LEVEL
I ELEVATION 1.0'
WETLANDS
NOTE: ALL EXISTING GRADE INFORMATION SHOWN IS FROM
NORRIS k TUNSTALL CONSULTING ENGINEERS, P.C.
DRAWINGS DATED MARCH 7. 2014.
YO R K
THE PREMIER TRvIBER BRIDGE COMPANY
YM. art property of Tak Bridge ConMph. 20Nlmmdloma t. goo 22641W
• nA to he ryedwJtl a uetl .Powu[
permYYon Imm Yank Bddye O.no.pU. t�.d 33558 f WC836.IM
BOTTOM OF CREEK —7.5'
I
to
-H :
L �
=o
10
�i
1 ELEVATION - EXTERIOR - BRIDGE B
Scale 1" = 4'
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION
WINNABOW, NC
fJ -
BACKFILL _
BY OTHERS
WETLANDS RECEIVED
1UN 10 211b
t&00. wJnuWll
0 2' 4' S'
Scale 1" = 4'
DRAWING REVISIONS ELEVATION
EXTERIOR - BRIDGE B
HS20 LIVE LOADING (L/400 DEFLECTION)
Bttt:/n - mnw Br. mow
1ggffR ShW MAM
October 31,2014 A. KNAW 212013 202
CAMA Major Permit Application R EIVE¢¢
Orton Plantation, Brunswick County, `NI NGT6rOMtion Bridge B
Allen's Creek Timber Bridges Sheet 7 of 9
May 12, 2015

3' 3'
SHOULDER' SHOULDER'
VARIES WITH HEIGHT VARIES WITH HEIGHT
14
OF ROAD OF ROAD
ROAD SURFACE
(TO BE DETERMINED)
FILL AREA ' A
2
2 � 2
NATURAL GRADE
BRIDGE APPROACH CROSS-SECTION
N.T.S.
RECEIVED
1UN 18 2015
sae-wu+u �x
"%%4wt#8#r1
�A CAR
�� • Sfpti., yS
co Z
CAMA Major Permit Application.,�'�LL1P
Bridge Cross Section
H4m+
Orton Plantation, Brunswick County, NC
Allen's Creek Timber Bridges Sheet 8 of 9
May 12, 2015
DRAWING REVISIONS
TIMBER VEHICULAR BRIDGE DESIGN
BRIDGE APPROACH CROSS-SECTION
REV.
D��
DATE
NORRIs&TUlvsr�LL
RECEIVE
CONSULYING ENGINEERS, P.C.
-+—
9022 MARKET STREET PHONE [phone]
ORTON PLANTATION
WILMINGTON, NC. 28401 FAX [phone]
N&T UCENSE NO. C-3641
WINNABOW, NC
DATE
DRAWN BY.-
PROJECT NU1®ER:
SNEEf MABEIf:
04/30/15
EDB
14025
C1

NORRIS & TUNSTALL
CONSULTING ENGINEERS, RC
902 MARKET STREET PHONE [phone]
WILMINGTON, NC, 28401 FAX [phone]
N@T LICENSE NO. C-3641
SCALE: 1" = 20'
CAMA Major Permit Application
Orton Plantation, Brunswick County, NC Road Profile
Allen's Creek Timber Bridges
May 12, 2015 Sheet 9 of 9
DRAWING REVISIONS
TIMBER VEHICULAR BRIDGE DESIGN I MY.+ 1 OEMMmi
ORTON PLANTATION
WINNA60W. NC
e�j�?:-oy
QA. win
ROAD PRO
04/30/15 I ECB I 14025
RECEIVEC
Jun 1 s 20b
kkM-i°In 1 }.!}r
'15
NUMBER:
C2