20150617 Ver 1_CAMA Application_20150619

Pat McCrory
Governor
June 12, 2015
MEMORANDUM:
TO
ALE
NCDENR
North Carolina Department of Environment and Natural Resource
2 o 1 50 6 1 7
Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
Donald R. van der Vaart
Secretary
10,� ffi-�
0129 1
DEN $ I
FROM: Doug Huggett, NC DENR -DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: 252 - 247 -3330
(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 Hu_ggett at the address above by July 8, 2015. If you have any questions
regarding the proposed project, contact Heather Coats at (910)796 -7424 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
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: 910 - 796 -72151 FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity �. Affirmative Action Employer

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: 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
7. HABITAT DESCRIPTION:
[AREA]
DREDGED
FILLED OTHER
(A) Vegetated Wetlands
(B) Non - Vegetated Wetlands —954 sq ft
(Open Water) (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.

Orton Plantation Moldings, LLC
Page Two
9. PROTECT 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 PROTECT:
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

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
DCM WILMINGTON, NC
IM, AY 12 201,5

IN NIP -1
.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
I
State
ZIP
I
NA
NA
NA
NA-
Email
[e-mail]
of rmation�•
`n`� n'racfor/ o
-
.9.
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-
Email
smorrison @lmgoup.net; Itasavich @lmgroup.net
<Form continues on back>
RECEIVED
DCM WILMINGTON, NC
AY 7 2015
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Form DCM MP -1 (Page 2 of 5)
'3.' . Project Location
County (can be multiple) Street Address
Brunswick I terminus of Telegraph Road
Subdivision Name
Orton Plantation
Phone No.
N/A - - ext.
City
Winnabow
a. In which NC river basin is the project located?
t _;
c. Is the water body identified in (b) above, natural or manmade?
®Natural ❑Manmade ❑Unknown
e. Is proposed work within city limits or planning jurisdiction?
®Yes ❑No
APPLICATION for
Major Development Permit
State Rd. #
off of NC Hwy 133
State Zip
NC 28479-
Lot No. (s) (if many, attach additional page with list)
N /A, , I ,
b. Name of body of water nearest to proposed project
Allen's Creek / Lilliput Creek
d. Name the closest major water body to the proposed project site.
Cape Fear River
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Brunswick County
es o -
P_ -
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 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, 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, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ❑No ®NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
WILMINGTON, NC
<Form continues on next page> 0CM WILMINGTON,
MAY 272015
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Form DCM MP -1 (Page 3 of 5)
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(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.
APPLICATION for
Major Development Permit
®Yes ❑No
❑Yes ®No
®Yes ❑No
p Describe existing storm water management or treatment systems.
No on -site stormwater treatment systems for the existing dirt road at the proposed bridge crossings.
A 'tivl ie and Im acts
-5. c t s
.P -
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Pubhc/Government
®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?
f. What is the approximate total disturbed land area resulting from the proposed project?
g Will the proposed project encroach on any public easement, public accessway or other area
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.
i. Will wastewater or stormwater be discharged into a wetland
If yes, will this discharged water be of the same salinity as the receiving water?
j. Is there any mitigation proposed?
If yes, attach a mitigation proposal.
New bridges (replacement of former
crossing)
—7,800 ®Sq.Ft or ❑Acres
®Yes []No ❑NA
[]Yes ®No ❑NA
❑Yes ❑No ®NA
❑Yes ❑No ®NA RECA. 9VL-�_-
DCM WiLMdNGTOO, NC
MAY 272015
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Form DCM MP -1 (Page 4 of 5)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additi6nal1nf6rma6on _
In addition'to this completed application form,•(MP. =1) the following items, below, if applicab_le,;mus.t be-submitted in oiderMr the,appfca_tion
acks a to be com late. "'Items` a - (t) are*alwa s a -6cable "to an
p g p O y pp ; y major development application., Please consult the application
,instruction, booklet on`Fiow to properly piepaie`the'required iter►is 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.
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.
tVame tJC Department of Transportatioh' =Ptione,No.
.; _'
�ilrnin n 'N _ =2 401 -
.Address 3o0 Division Road 1N to C- $
Name John and Carolyn Lewis Phone No.
Address 120 Delham Court, Wilmington, NC 28412
Ptione.No:
k;
%Address• - - - -
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, 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, 5/26/11
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 form, if applicable.
i- Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.0 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 P. ermissiohlb , nter`on.Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _Revised May 26, 2015 Print Name c Steve Morrison (Agent) LMG Inc.
Signature
Please indicate application attachments pertaining to your proposed project. RECEIVED
®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts DCM WILMINGTON, NC
❑DCM MP -3 Upland Development
MAY 272015
252- 8ID8-2508 .. 1- 888- 4RCOAST ., www.ncc®asta,lmanaagement.net

Note: All parcels comprising Orton Plantation are not shown. N
Two parcels shown for orientation and reference relative to
proposed timber bridges only.
SCALE 1" = 5000'
LMG
` AE
MEN E CROUP
[nvrra�n.;rrrtra: Comu; n:rtrs
www. LMG rou p net
Phone: [phone] •1.866.LMG.1078
Fax [phone]
3805 Wrightsville Avenue
Wilmington, NC 28403
CAMA Major Permit Application Project Location Map
Orton Plantation, Brunswick County, NC
Allen's Creek Timber Vehicular Bridges REaMOV of 9
[�CM WILMINGTON, NC
May 12, 2015 tiaii:i'f ??

Form DCM MP -1 (Page 5 of 5)
❑DCM MP -4 Structures Information
APPLICATION for
Major Development Permit
RECEIVED
DCM WILMINGTON, NC
MAY 2 7 2015
252 - 808 -2808 .. 9- 888- 4RCOAST .. w ww.cnccoastaImanagement. net

Form DCM MP -2
(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 I N/A I N/A
Width
Avg. Existing
Depth
Final Project
Depth
N/A I N/A I N/A N/A N/A
NA NXr_
Thi eci6o n'ot a 7icable
;;1:.EXCA.VdTIOIV -® s s
pP..
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
(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:
d. High - ground excavation in cubic yards.
2; ;DISPOSAL OF EXCAVATE ®'1llIA,TERIAL` ° ` ®This section'not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL []None
(ii) Describe the purpose of disposal in these areas:
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?
191SUVINTY11111ILT11110 MILOUMIN
MAY 2 7 2015
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Form OC41 l MF -2 (Excavation and tF3illl, Page 2 of 3)
3.* SHORELINE_ STABIOZATION - � - ❑This section no_ t.appl cablg ;
(If development is a;wood groin,_ use MP -4 = Structures)
a. Type of shoreline stabilization: b. Length: 4 sections, each -30'
❑Bulkhead ERiprap ❑Breakwater /Sill ❑Other: Width: 4 sections, each -3' to 12'
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
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 F1 NA
(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' 4CTl1/ITIE3 _ El Ttiissection: not a w ` licable
„.
Ex l in `
cud sSh `'lin
o e e Stabilisation
9 -
)
a. (i) Will fill material be brought to the site? ®Yes ❑No El NA b. (i) Will fill material be placed in coastal wetlands /marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water None number of square feet affected.
(iii) Dimensions of fill area ❑CW ❑SAV ❑SB
(iv) Purpose of fill OWL ®None
(ii) Describe the purpose of the fill in these areas:
N/A
-
a. How will excavated or fill material be kept on site and erosion V b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt fencing along graded areas; permanent stablization by Standard construction equipment- dumptruck, pile driver
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'''
Ortori`Flantatiiin = Qllenrs CreeR- (Lilliput Greek) Bridges 11
ProjeciNa�me.' ` ,
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
N/A RECEIVED
DGM WILMINGTON, NC
,�
1; 1
t-1 ey�
6
Applic "a'nt Name ;
Applicant 'Signatute`,
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Form ACM M! -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.
af. -
4 4
t
sec ' licab e .
�a'
_ �ion�not
_ � This t
-:1: '=BRIDGES'
a. Is the proposed bridge:
❑Commercial ❑Public/Government ®Private /Community
c. Type of bridge (construction material).
Bridges A and B - Timber
e. (i) Will proposed bridge replace an existing bridge? ❑Yes ENO
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: Bridqe A= 50 ft. Bridqe B =50 ft.
i. Will the proposed bridge affect existing water flow? ❑Yes ENO
If yes, explain: Bridges will completely span creek. No
pilings will be placed in the wetlands or creek bed.
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= -8.5' NWL
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ENO
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: Bridqe A= 18 ft. Bridae B =18 ft.
Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? [--]Yes ENO
If yes, explain:
k. Navigation clearance underneath proposed bridge: 64.5" above I Have you contacted the U.S. Coast Guard concerning their
NWL approval? [—]Yes ENO
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 5' to 6' above
waters? []Yes ENO wetlands
If yes, explain: Bridge will span wetlands fringing Allen's
Creek.
able
Ttii ion, nova lic
s sect
E
P,_
- P
-
U
a. Number of culverts proposed: b Water body in which the culvert is to be placed:
RECEIVED
DCrvl WILNAING i ON, NC-1
252- 8 08 -28 08 :: 1- 888- 4RCOAST :: vaww.nccoastatllm2nacoement .not _ revised: 10 /26106

F07M 0C M MP-5 (Er5dges and Cullverts, 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)
f. Length of proposed culvert:
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:
h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? ❑Yes ❑No
[]Yes ❑No
If yes, explain: If yes, explain-
a.
C.
(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
(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
RECEIVED
DCM WILMINGTON, NC
ivlA1 1. 2 r
252- 8 08 -28 08 :: 1- 888- 4RCOAST :: www.nccoastaimananement.net aevised:10 /26/06

FOITM DCH M -P_5 (Bridges and Cullvevts9 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.
9•
(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 wetlands /marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL ❑SB ❑None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ❑No
If yes, give dimensions if different from (ii) above.
(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
(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,
(n) 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.
�'GEIVERi4L"
a. Will the proposed project require the relocation of any existing
utility lines? []Yes ®No
If yes, explain: N/A
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (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
b. Will the proposed project require the construction of any temporary
detour structures? ❑Yes ®No
If yes, explain: N/A
< Form continues on back>
RECEIVED
DCM WILMINGTON. NC
;(12`' Z 015
252- 808 -2808 :: 1- 888- 4RCOAS3 :: v .nCCoasta1Manaa9GMG ait.n8t revised: 10/26/06

Farm 0CM MF °5 (Birlidges and Cullverts, Page 4 of 4)
c. Will the proposed project require any work channels? d
❑Yes ®No
If yes, complete Form DCM -MP -2.
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.
RECEIVED
DCM WILMINGTON, NC
I A " AY 3. 2 G
252- 8 08 -28 08 :: 9- 888- 4RCOAS7 :: www.enecoastatlmanatgement.enet 7evised:10126/06

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JUN 0 8 2015
WE"-
SCALE ' = 30'
Wetlan•Line,
CAMA-Major Permit - Application Plan View Bridges
Ap'p rox, Lirrfits',of Disturbance Orton Plantati6n,,Brunswick County, NC
-
Allen's CreEk-Timber Bri ges Sheet 5 of 9
Rip."Rap
May W, 2015

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DRAWING REVISIONS
-TIMBER VEHICULAR BRID-GIEVESIGN -=-NTT" ROAD PLANNIEW
NOMS & TUNSTALL
-,ECEIVED
1-77 C
CONSULTING- ENGINEERS, RC.
A— ILMINGTON, NC
go _W`A; - ! DCM W.
2 Rf(rr STREET PHONE ORTON PLANTATION
7
WMINCTON, Nc 78401 rAY 10) 343-9604 vvw_,-*ww,* -,Sw
-N&I LICENSE NO.'.C-3641 WINNABOW; NC
EDO T 14025 C3
Jot
SCALE -V_= 40'
CAMA Major Permit Application -Plan View Grading
Orton -Plantation, -Brunswick County, NC
Allen's Creek Timber Bridges Sheet 5A of 9
May 26, 20-15

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NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
DRAWINGS DATED MARCH 7. 2014.
I O O O O— O O p 1
BRIDGE C06"NCEPTS
I -0 ... 0 o I
THE PRENUER TIIvfBER BRIDGE COAIPANY
These plane are property of York Bridge Concepts. I 2074b ello trace t 00226417e
They are not to be reproduced or used without J= 11 33?SR f T10 E36 1274
written permleelon from York Bridge Concepts.
0 ELEVATION - EXTERIOR - BRIDGE A
Scale 1" = 4'
TIMBER VEHICULAR BRIDGE DESIGN
WINNABOW, NC
DRAWING REVISIONS
0 2' 4' 8'
Scale 1" = 4'
ELEVATION
EXTERIOR - BRIDGE A
DEEM bo"ll
HS20 LIVE LOADING (L/400 DEFLECTION)
MW/TIME DRAYIM BY. PROJECT NUMBER: SHEET !AMBER
October 31, 2014 A. KNAPP 212013 - 2 01 A
CAMA Major Permit Application Elevation Bridge A
Orton Plantation, Brunswick Cour I N� a"i` KM N� T
t)N, NO
Allen's Creek Timber Bridges Sheet 6 of 9
May 12, 2015

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DRAWINGS DATED MARCH 7. 2014.
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ELEVATION - EXTERIOR - BRIDGE B 0 2' 4' 8'
Scale 1" = 4' Scale 1" = 4'
1 DRAWING REVISIONS ELEVATION
YORK TIMBER VEHICULAR BRIDGE DESIGN
EXTERIOR - BRIDGE 6
i o 0 0 0 0 0 0 o I I m3m m umm
i o 0 0 0 0 0 0 o I
ORTON PLANTATION I HS20 LIVE LOADING (L/400 DEFLECTION)
THE PREMIER Ta/IBER BRIDGE COMP ANY I oah/raiE WAWN EM PROJFL4 NUMIA SHEET N BR-
WINNABOW, NC I X02
i�y plane are property of York Bridge Concepts. I 2 tz.fl 33558 i 800 23. 1278 j October 31, 2014 A. KNIIPP 212013
roy are not to be reproduced or Co without luk, fl 33558 f 800 Rao 1 ?74
'-- rltten permiselon from York Bridge Concepts.
CAMA Major Permit Application R EIVE tion Bridge B
Orton Plantation, Brunswick County,EN� WI INGT�iL g
Allen's Creek Timber Bridges
May 12, 2015 I01AY A Sheet 7 of 9

3' 3'
SHOULDER' SHOULDER'
VARIES WITH HEIGHT 14' VARIES WITH HEIGHT
OF ROAD OF ROAD
................... ........ ....
...... ..
..... .............. ...
ROAD S U R I A C E
(TO BE DETERMINED)
2 1 FILL AREAJ 2
NATURAL GRADE
BRIDGE APPROACH CROSS-SECTION
N.T.S.
CAMA Major Permit Application
Orton Plantation, Brunswick County, NC Bridge Cross Section
Allen's Creek Timber Bridges
M Sheet 8 of 9
av 12, 2015
TIMBER VEHICULAR BRIDGE DESIGN REV. DRAWING REVISIONS DATE BRIDGE APPROACH CROSS - SECTION
NORRIS & TUNSTALL RECEIVE
UUIVII ILIVIINGT614,
CONSULTING ENGINEERS, P.C.
902 MARKET STREET PHONE [phone] ORTON PLANTATION MAVVY 12 2,0,14f
19
WILMINGTON, NC, 28401 FAX [phone]
N&T LICENSE NO. 0-3641 WINNABOW, NC DAZE: DRAWN SY., PRWECt NUMBER: SHEET NUMBER'
04/30/15 IEDB 14025 C1

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----------
-STRUCTURAL-PLANS--
SCALE: 1" = 20'
CAMA Major Permit Application
Orton Plantation, Brunswick County, NC
Allen's Creek Timber Bridges
May 12, 2015
DRAWING REVISIONS
A
TIMBER VEHICULAR BRIOU"hGE EDIESIGINI REV. DESCRIPTION
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
902 MARKET STREET PHONE [phone] ORTON PLANTATION
WILMINGTON, NC, 28401 FAX [phone] WINNABOW, NC
N&T LICENSE NO. C-3641
Road Profile
Sheet 9 of 9
DAM- ROAD PROFNgF;nVED
nQ2_)NJ�MINGTON, NC
g
DAM*
DRAWN BY:
NUMBER:
SHEET NUMBER
04/30/15
-1
EDS
EROJECT
14025
C2
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