HomeMy WebLinkAbout20110896 Ver 6_CAMA Application_20170210Coastal Management
ENVIRONMENTAL QUALITY
February 6, 2017
TO: Karen Higgins
401 & Buffer Permitting Unit
DWRMater Quality Permitting
ROY COOPER
Governor
WILLIAM G. ROSS, JR
Interim Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD-ncdenr.goov
Fax: 395-3964 (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Orton Plantation Holdings, LLC
Project Location: Orton Creek, adjacent to the Cape Fear River, off of Orton Rd. SE,
in Winnabow, Brunswick County
Proposed Project: to remove the existing bridge and construct a new timber bridge over
Orton Creek, adjacent to the Cape Fear River, off of Orton Rd. SE, in
Winnabow, Brunswick County
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by February 8, 2017. If you have any
questions regarding the proposed project, contact Tara MacPherson at (910) 796-7425 when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED _ DATED,
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Orton Plantation Holdings, LLC, c/o Peter Talty (Orton Creek Bridge Replacement)
2. LOCATION OF PROJECT SITE: Project site is located across Orton Creek and spans two parcels (Parcel ID
1440000111 and 1440000112) off of Orton Road SE in Winnabow, Brunswick County.
Photo Index - 2006: 204-6651 E-23 2000:15-145 K-18
State Plane Coordinates - Lat: 34°02'51.67"N Long: 77° 56'57.71"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 1/31/17
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received —12/21/16 Complete — 1/4/17
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Brunswick County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — On-site septic
Planned - N/A
(F) Type of Structures: Existing — Concrete Bridge, rip rap and associated headwalls
Planned - Realignment of roadway and new timber bridge with headwalls.
(G) Estimated Rate of Erosion: N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
7.
8.
(A) Vegetated Wetlands
1,320 sq. ft.
(B) Non -Vegetated Wetlands
Open Water Shading)
5,324 sq. ft.
(C)Other — High Ground
(D) Total Area Disturbed: 6,644 sq. ft. (0.15 Acres)
(E) Primary Nursery Area: No
(F) Water Classification: Orton Pond — C;Sw
PROJECT SUMMARY: The applicant is proposing remove the existing concrete bridge, construct a new timber
bridge with head walls and realign the existing roadway.
Orton Plantation Holdings, LLC- c/o Peter Talty (Orton Creek Bridge Replacement)
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. Turn left and travel a distance of approximately 0.4 miles until
you reach Orton Rd SE. Turn left on Orton Road SE, the road will veer to the right in approximately 0.6 miles. Follow
Orton Road SE for .08 miles until you reach the bridge spanning Orton Creek. The Creek is the dividing line between two
undeveloped parcels and the property is bordered by the Cape Fear River to the east and Orton Pond to the west. Orton
Plantation is now a private property and can be accessed by calling Steve Morrison with Land Management Group at 452-
0001
Orton Plantation is a former rice plantation developed around 1725. Construction included a gravity -based water control
system, with Orton Pond as the water supply source, and creation of several rice fields on the property. State Permit # 176-
88 was issued by CRC variance to Kenneth M. Sprunt on September 2, 1988 for the reconstruction of a dam/spillway. The
named "Front Rice Fields" (both North and South) are bordered by Orton Creek to the north, Orton Pond spillway to the
south and the Cape Fear River to the east. One of the water control structures on the southern end of the Front South Rice
Field drains directly to the Orton Pond Spillway.
State Permit #65-02 was issued to Orton Plantation by Settlement on June 3, 2002 for the long-term maintenance of the
outer dike adjacent to the Cape Fear River. State Permit No. 83-12 was issued to Orton Plantation Holdings on July 17,
2012 for construction of dike and marsh revetments along the Cape Fear River, Orton Creek and the Orton Pond Spillway,
to augment the dike, replace existing water control structures and to revert the historic rice fields back to rice production.
The waters of Orton Pond are classified as C;Sw 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 proposing to remove the existing concrete bridge, construct a new timber bridge with head walls and
realign the existing roadway. According to the applicant a 57 ft. width would remain under the proposed bridge for
navigation and only two sets of support pilings would be located below mean high water (MHW) within the Orton Creek
Spillway, which drains to the Cape Fear River (see Sheet 201 A). As proposed, the bridge would be 120 ft. in length by 15
ft. in width, which is the same width as the existing concrete bridge. Four headwalls, each measuring approximately 23.5
linear ft., would be installed within the 30 ft. Coastal Shoreline Buffer and minimal grading will be required in the 75 ft.
Coastal Shoreline AEC due to the road alignment (see Sheet 100A-2). The applicant states that there will not be any
wetland impacts or any excavation or fill in public trust waters.
10. ANTICIPATED IMPACTS:
Approximately 1,320 square of open water would be spanned within the bridge footprint in the Orton Creek Spillway. An
additional 5,324 sq. ft. of high ground area would be temporarily impacted in association with grading for road re-
alignment and headwall installation. Temporary increases in turbidity should be expected during construction.
Submitted by: Tara MacPherson Date: February 4, 2017 Office: Wilmington
ALLMG
LAND MANAGEMENT GROUP rxc.
"i9F Environmental Consultants
December 15, 2016
Ms. Tara MacPherson
Division of Coastal Management
127 North Cardinal Drive
Wilmington, N.C. 28405-3845
RE: CAMA Major Permit Application - Orton Plantation Holdings, LLC
Orton Creek Vehicular Bridge Replacement
Tara,
Please find enclosed a CAMA Major Permit application for replacement of the existing bridge
over Orton Creek within the Orton Plantation Holdings property. The existing bridge is an aging
concrete bridge which would be removed and replaced with a timber bridge in roughly the same
location and alignment. The timber bridge would span the creek with only two sets of support pilings
located below mean high water (MHW). A 57' width would remain under the proposed bridge for
navigation and access to public trust waters. No wetland fill is proposed, and no excavation or fill in
state waters is needed. The existing road would be slightly realigned to straighten the approach to the
new bridge with minimal grading in the 75' Coastal Shoreline AEC.
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): Application package; Application Fee $250.00
cc: Orton Plantation Holdings, LLC
� DCM VVIE NIGTON. NC
REC -rJ J' -J
19 20
K.w
www.lmgroup.net • info@lmgroup.net • Phone: 910.452.0001 • Fax: 910.452.0060
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402
NCM Mr -1
APPLICATION for
}
Major lovelopmont Permit
� r
(last revised 92/27/06)
Business Name
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Business Name
Orton Plantation Holdings, Llc
Orton Plantation -Orton Creek Replacement Bridge
Applicant 1: First Name
MI
Last Name
Peter
Talty
Agent/ Contractor 1: First Name
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Steve
Mailing Address
PO Box
City
State
37th Floor, 11 Times Square
NA
New York
Last Name
NY
ZIP
Country
Phone No.
FAX No.
10036
USA
212 - 782 - 6295 ext. NA
NA -
Street Address (if different from above)
City
State
ZIP
NA
NA
NA
NA
NA -
Email
NC
ZIP
peter.taIty@blIc.com
Phone No. 1
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 -
Email
smorrison@Imgoup.net-, Istasavich@lmgroup.net
Oi�I, N
VII MINGT C
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::�asia7r1ar223_en1,na!
Form DCM MP -1 (Page 2 of #'
APPLICATION for
Major Development Permit
I Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
Orton Road SE (at intersection with Orton Creek)
off of NC Hwy 133
Subdivision Name
City
State
Zip
Orton Plantation
Winnabow
NC
28479 -
Phone No.
Lot No.(s) (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
0
Orton 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
11,000 -ac within overall Orton Plantation
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high watet) or
NA, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0-15' ®NHW or ❑NWL
e. Vegetation on tract
Vegetation in area of proposed bridges includes live oak, longleaf and loblolly pine, wax myrtle.
f. Man-made features and uses now on tract
Orton was developed as a rice plantation in 1725, including the gravity water system (dikes, rice trunks, irrigation canals,
interior irrigation ditches, ponds) which has been maintained and updated since original construction. Additional man-made
features include a plantation home with guest houses, extensive gardens, chapel and maintenance sheds. An existing
concrete bridge exists at the location of the proposed replacement bridge.
g. Identify and describe the existing land uses adlacent to the proposed project site.
Undeveloped residential properties, private cemetary, Brunswick Town State Historic Site.
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 [INA
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?
DCM WILMINGTON, NC
<Form continues on next page>
252-805-2808 ., 1-858-4 COAST , www.ncaaastalmanagement,nst
Form DCM MP -1 (Page 3 of*
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 structures. 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 storm water management or treatment systems.
There are no stormwater management features for the existing dirt road or the existing bridge.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑PubliclGovernment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose is to replace an existing aging concrete bridge over Orton Creek. A new wooden bridge would be located in
roughly the same footprint and alignment as the existing bridge. The bridge would maintain vehicular access through the
Orton Plantation property and would remain for private use.
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 stored on upland portions of the property.
d. List all development activities you propose.
Construction of a 120 foot long wooden replacement bridge and associated structural components (pile bents, headwall,
wingwalls).
e. Are the proposed activities maintenance of an existing project, new work, or both? Replacement of existing concrete
bridge.
f. What is the approximate total disturbed land area resulting from the proposed project? 5,324 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [:]NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the state are proposed.
i. Will wastewater or stonnwater 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.
CCM WILMINGTON, NC
<Fonn continues on back>
252-808-2808 :. 11-888-4RCOA3T .: www.necoastalmanagement.net
Form DCM MP -1 (Page 4 of
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name NC Department of Transportation Phone No.
Address 300 Division Road Wilmington, NC 28401
Name NC State Property Office Phone No.
Address 116 W. Jones Street, Raleigh, NC 27603
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
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.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge. l
Date & M/� Print Name rt ht fu f 144 �-KQ -�` � (A-1 /
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and CulvertsRECEIVED
®DCM MP -3 Upland Development DCM WILMINGTON, NC
❑DCM MP -4 Structures Information
282-808-2808 .. 1-5813-4RCOAST ., www. nccoastalmanagernent.not
Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. NA
No new buildings. Replacement bridge only structure
proposed.
c. Density (give the number of residential units and the units per
acre).
NA
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No [INA
(ii) If yes, list the date submitted: NA
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be uged for vehicular driveways
or parking.
Less than 1 % of new impervious cover proposed for slight
re -alignment of road approach. No appreciable
increase in existing impervious cover.
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Less than 1 % of new impervious cover proposed for slight
re -alignment of road approach. No appreciable
increase in existing impervious cover
j. Describe proposed method of sewage disposal.
NA
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, `wash down" and residential discharges).
No direct discharges to waters of the state are proposed.
Very little new impervious cover is proposed.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
5,324 sgft of upland to be graded for realignment of
approach road.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Orton Road SE will remain dirt. Replacement bridge will be
wood.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ®No DNA
(ii) If yes, list the date submitted: _NA
k. Have the facilities described in Item (i) received state or local
approval?
[]Yes ❑No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an in8ty
design? 1J1�
❑Yes ®No DNA
If yes, attach appropriate documentation.
252-808-28082 :: 1-888-4RCOAST :: www.nccoastaimanaaement.net revised: 12/26/06
Form DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
NA
o. When was the lot(s) platted and recorded?
NA
Date
Orton Plantation -Orton Creek Bridge Replacement
n. (i) Will water be impounded? []Yes ®No ❑NA
(ii) If yes, how many acres? NA
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes ❑No ®NA
Project Name
Orton Plantation Holdings, LLC
Applicant ame
d d-Selk
App nt Signature
RECEIVED
DCM WILMINGTON, NC
252-808-2808 :: 7-888-4RCOAST :: www._nccoasiaimanagement.net revised: 72/26/06
ftm Dom MF -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 [I This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ❑Public/Govemment ®Private/Community Orton Creek
c. Type of bridge (construction material):
Timber
d. Water depth at the proposed crossing at NLW or NWL:
ranges between -1' MLW and -2' MLW
e. (i) Will proposed bridge replace an existing bridge? ®Yes []No f.
If yes,
(ii) Length of existing bridge: 115'
(iii) Width of existing bridge: 15'
(iv) Navigation clearance underneath existing bridge:
unknown
(v) Will all, or a part of, the existing bridge be removed?
(Explain) The existing bridge will be completely
removed.
9• Length of proposed bridge: 120'
i. Will the proposed bridge affect existing water flow? []Yes ®No
If yes, explain: Bridge will span the creek with pilings placed
no further than 13' waterward of MHW, maintaining a
57' wide navigable width.
(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: 15'
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge: more than 6' 1. Have you contacted the U.S. Coast Guard concerning their
above MHW approval? ❑Yes ®No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: — 9' to 10' above
waters? []Yes ®No wetlands/waters
If yes, explain:
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
RECEIVED
DGM WILMINGTON, NG
252-808-2808 :: 9-888-4itCOAS7 :: www,nicco_astaimanagement.net revised: 10126/06
Form DCM MP -5 (Bridges and Culverts, Page 2 of 4)
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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 El 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
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
N/A
RECEIVED
IDCM WILMINGTON, NC
252-+808-2808 ;: 1-888-4RC®AST :: www.nccoastaimanagement.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.
(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 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.
(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:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill: Approaches to bridge will be slightly
realigned. Minor grading to achieve approach alignment
and grade.
(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
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
RECEIVED
DCM WILMINGTON, NO
252-808-2808 :: 1-888-4RCOAS7 :: www.nccoastaimanagement.net revised: 10/26106
Form DCM MP -5 (Bridges 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.
Headwalls and wingwalls will permanently stabilize
piling bridge supports.
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 an
shoreline stabilization? ®Yes No
If yes, complete form MP -2, Section 3 for Shoreline /�
Stabilization only.
Date
Orton Plantation -Orton Creek Replacement Bridge
Project Name
Orton Plantation Holdings, LLC
Applica Name
Ap scant Signa re�
RECEIVED
OCM WILMINGTON, NC
252-808-2808 :: 1-888-4RC®AS7 ;: www.necoastaimanagement.net revised: 10/26/06
LMG
www. LMG rou p. net
Phone: 910.452.0001 •1.866.LMG.1078
Fax 910.452.0060
3805 Wrightsville Avenue
Wilminqton, NC 28403
SITE
SGS, Intermap, increment P Corp.,
hina (Hong Ko ), Esri (Thailand),
eetMap contrib itors, and the GIS User
RECEI
'SCM WiLMINGTCN°SALE 1" - 3,000'
CAMA Major Permit Application Project Location Map
Orton Plantation, Brunswick County, NC
Orton Creek Bridge Replacement Sheet 1 of 11
September 29, 2016
3�
FAdj ent Landowner to north:, fl. ut Industries, LLC w. "
�/ a = of
a
Ilk
QUGHT
IV
•r •rare'...
w j k oPTON
Brunswick Co.
Parcel 1440000111
1 '� � � � a >rf > 'Jry`i 1, �• t ` t t
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row ,?ems a r LIGHT-
4f
j Brunswick Co.
Parcel 1440000112 t
ANDERSON is
0 SbiVtPS(�N, LANDtrvG t
1 Adjacent Landowner -�
to south: State of NC`'
Note: All parcels comprising Orton Plantation are not shown.
Parcels shown are for orientation and reference relative to
proposed bridge replacement only.
Ock/i "v �
Carolina Beach USGS Topographic Map and Brunswick Co. Tax Parcels. SCALE 1" = 2,000'
LMG CAMA Major Permit Application USGS Topographic Map
,.nN.,.NAI�-,%E Orton Plantation, Brunswick County, NC Carolina Beach, NC Quad
www.LMGroup.net Orton Creek Bridge Replacement
Phone: 910.452.0001 •1.866.LMG.1078 Sheet 2 of 11
Fax 910.452.0060
3805 Wrightsville Avenue September 29, 2016
Wilmington, NC 28403
x-2 \ti
x-2.7
0 \ \\ \
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x-3.4 �\ ♦`„ \\, \\\ r Concrete
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30' Coastal Shoreline ♦ \ ` \\ \\ \
Buffer Limit `` \ \\` \\\ `\�\�\\Q
\\\v
75' AEC ♦ � � \`
Limit ♦ U
♦ * �\�
Ax- 4f
Ex. Road
Base Survey provided by:
SurveyOn e, PLLC
1405 Green Hill Rd NE
Leland, NC 28451
Tel. 910.619.3175
NC License No. P-0545
-------- Mean High Water, 2' NAVD88 contour
(exact MHW elevation is 1.7' NAVD88)
- - - - - - 75' CAMA AEC Limit
— 30' Coastal Shoreline Buffer Limit
0,*
I ♦
"0
°'i" ' Ex. Road
` 75' AEC
Limit
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lion bar Set �. `
6e7-13.82- -13.82-
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1 \ \
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\ \ 0,9,E
♦\ \ \� `
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x-23
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Concrete Piling x— 7 Wa,
and Support
x-4.6 Ex. Concrete MHW \ \
Bridge
141-8
x-2.5
-N `\ RipRap
(TYP)
x—OJ
/ Concrete
Support
0/440
0
o
\ Headwall
rj
E)— Wetland Limit
-------- Elevational Contours
(1' interval, NAVD88 datum)
X Depths relative to NAVD88
(MLW = -2.5' NAVD88)
30' Coastal Shoreline
Buffer Limit
Wetland Limit
Wetland Limits
M
RECEIVED DON NC
DCM WIUI�AING
0 15 30 60
3.8
75' AEC i�
Limit/� // i�i,i/fir/r / /"
rr r �'' 1
CONCRETE BRIDGE TO BE " ' ' ' r ,
i ^O1 / �� ��/�� i l /',' ��' REMOVED BY OTHERS i/ ��r'/'/ '',',�'�-'�'� �o
1—�/ q0
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z" i \\ r\�\� \ 1 /1//' PROPOSED 120> (0� 1 i /� Approach Road °`
BRIDGE BY YBC ,f!i�`
(I i 1 r'�' i
\�Q)`_!\ \�l l l l j j l l r/ ,1
�r%r/
/ l !lll I I
I
/ / / �
75' AEC \\ i/ 1 /iirli 1 1 I I I 1 i it ' �♦ Limit
\I i �l1/i/iirlr, r1 MHW
Wetland Limit/ r /,,; / /iir /// /
r/r � � ) / ♦ 30 Coastal Shoreline �
MHW -3.8 /, ��/,/��/��, Wetland Limit Buffer Limit i
40P Q)
0 4i
I 1 i iii '
,111.11 6 /
0 10 20 40
—�— Wetland Limit - -- - - - 75' CAMA AEC Limit
-------- Mean High Water, 2' NAVD88 contour
(exact MHW elevation is 1.7' NAVD88) — — 30' Coastal Shoreline Buffer Limit
-------- Elevational Contours
(1' interval, NAVD88 datum) PLAN - OVERALL SITE LAYOUT
PRELIMINARY; NOT FOR CONSTRUCTION Depths relative to NAVD881 SCALE: 1== 20'
FOR ENVIRONMENTAL PERMITTING ONLY X (MLW = -2.5' NAVD88)
0 0 0 0 0 0 0 0
BRIDGE CONCEPTS
0 0 0 0 0 0 0 0
THE PREMIER TIMBER BRIDGE COMPANY
plans ore property of York Bridge Concepts 2420 Brunello T— T: 800.226.4178
are not to be reproduced or used without
n permission from York Bridge Concepts. Lutz, FL 33559 F. 800.836.1274
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION SOUTH BRIDGE
WINNABOW, NC
Project: Date: Revision Date:
LMG 9/29/2016
Orton Plantation
LAND MANAGEMENT GROUP,.c. Brunswick County, NC Scale: Job Number:
Environmental Consultants 111=201 02-10-11OR
3805 Wrightsville Ave; Suite 15 Title: Sheet Number:
Wilmington, North Carolina 28403
Telephone: 910452-0001 CAMA Major Permit Application CAMA Sheet
Orton Plantation, Brunswick Co. 4 ofCEIV OA)
Orton Creek Bridge Replacement
TON, NO
DRAWING REVISIONS PLAN
OVERALL SITE LAYOUT
OES"M LOADNG
HS20-44 LOADING (L/400 DEFLECTION)
BATE/TIME: DRAWN BY: PROJECT NUMBER: SHEET NUMBER:
September 28, 2016 ). WINCHELL 1 216096 1 100A
1 / AP
Re -aligned Approach Road ; / �/;
—3.8
and Limits of Disturbance
ties intot
r'
1 / / \ \\ \� —3.2 �� —3.3 /
esw Pam
x. road 1//\ �` \ 1 I N� 1111 i
�y
/
p
Re -aligned Approach Road
75' AEC �►� �\ `\ �,�i,��i a II I i i (/, /' ' and Limits of Disturbance
/ I / r, ,ld ��\�> >
Limit , � rip /sir/�
I l///l ties into
ex. road
75 AEC
/
30' Coastal Shoreline , / i r �,r / i� m� / ,;;ii i' Limit
/. /� Grading and minor fill for realignment of
Buffer Limit � , / /�/' / �` / / �%`-� / i
��/�;���. r/ / /
30' Coastal Shoreline approach road = 5,324 sq.ft. (total)
Buffer Limit
Grading and minor fill within AEC = 1,550 sq.ft.
/IllI1,
,,,,�/,,, No new impervious cover on balance.
Wetland Limit ,//,,/, /// ,/� //,� j Wetland Limit ,
/ MHW // 1/ it%ii i ,/ / MHW
fill i/i �' - i
— ) Wetland Limit
0 20 40 80
-------- Mean High Water, 2' NAVD88 contour - - - - - - 75' CAMA AEC Limit
(exact MHW elevation is 1.7' NAVD88)
Project: Date: Revision Date:
-------- Elevational Contours LMG Orton Plantation 929/2016
30 Coastal Shoreline Buffer Limit Scale: Job Number:
(1 interval, NAVD88 datum) LAND MANAGEMENTGROUPnc Brunswick County, INC
1"=40' 02-10-11oR
Environmental Consultants
Depths relative to NAVD88 3805 Wrightsville Ave; Suite 15 Title: Sheet Number:
X Re -aligned Approach Road / Wilmington, North Carolina 28403
(MLW = -2.5' NAVD88) Limits of Disturbance Telephone: 910-452-0001 CAMA Major Permit Application CAMA Sheet
PRELIMINARY; NOT FOR CONSTRUCTION Orton Plantation, Brunswick Co. 5 of 11(10OA-2)
FOR ENVIRONMENTAL PERMITTING ONLY Orton Creek Bridge Replacement RECEIVED
TIMBER VEHICULAR BRIDGE DESIGN DRAWING REVISIONS PLAN Dcn�wlL(dIINGT ,
YORK APPROACH ROAD- GRADING
0 0 0 0 0 0 0 o DESMED LOADING
BRIDGE CONCEPTS O RTO N PLANTATION SOUTH BRIDGE HS20-44 LOADING (L/400 DEFLECTION)
THE PREMIER TIMBER BRIDGE COMPANY DATE/TIME: DRAWN BY: PROJECT NUMBER: SHEET NUMBER:
WINNABOW, NC 1
/1
plans are property of York Bridge Concepts 2420 Br U. T— T: 800.226.4178 -
are not to be reproduced or used without September 28, 2016 ], WINCHELL 216096 10O AZ
n permission from York Bridge Concepts. Lutz FL 33556 F� 800.836.!274
r�.
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ROWA-0------------ -------------- -- --------- ---- --- ---- ----- --- -- -- --
S1
ROW B -0 -
ROW-0-
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01
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S2S3------------------------------ --- ------------------
---- -----------
PRELIMINARY; NOT FOR CONSTRUCTION
FOR ENVIRONMENTAL PERMITTING ONLY
YORK
F---- 0 0 0 0.
BRIDGE CONCEPTS
00000000
THE PREMIER TIMBER BRIDGE COMPANY
plans are property of York Bridge Concepts. 2420 Br-ello Trace T 800.226.4178
are not to be reproduced or used without
i permission from York Bridge Concepts. Lutz, FL 11111 F: 800.836.1274
4'-1 4'-1
10
----- S4 I S5
n v
-----------(�-------------{$ 10
Io
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TIMBER BUTT PILE (TYP)
TIMBER WINGWALL PILE
0 4 8 16
1 PLAN - OVERALL PILE LAYOUT
SCALE: 1/8" = P-011
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION SOUTH BRIDGE
WINNABOW, NC
HS20-44 LOADING (L/400 DEFLECTION)
DATE/TIME I DRAWN BY: I PROJECT NUM13ER: I SHEET NUMBER:
September 28, 2016 I ], WINCHELL I 216096 I 201 B —A
Project:
Date: 9/29/2016
Revision Date:
LMG
Orton Plantation
Scale: 11 1
1 .g
Job Number:
oz-to-lloR
LAND MANAGEMENT GROUP—
43805
Brunswick County, NC
Environmental Consultants
Wrightsville Ave; Suite 15
Title:
Sheet Number:
Wilmington, North Carolina 28403
Telephone: 910-452-0001
CAMA Major Permit Application
CAMA Sheet
Orton Plantation, Brunswick Co.
6 of 11 (101)
Orton Creek Bridge Replacement
DRAWING REVISIONS
ELEVATION i)CM WILIJIINGTON,
EXTERIOR
DESIGNED LOADING
HS20-44 LOADING (L/400 DEFLECTION)
DATE/TIME I DRAWN BY: I PROJECT NUM13ER: I SHEET NUMBER:
September 28, 2016 I ], WINCHELL I 216096 I 201 B —A
I I '
ROW A
ROa0
STRINGERS
HEADWALL
i Q],--1 N M Ln �� `
w w w GLULAM STRINGER Z Z Z
CIO m M m m
BUTT PILE (TYP)
WINGWALL
PRELIMINARY; NOT FOR CONSTRUCTION
FOR ENVIRONMENTAL PERMITTING ONLY
YORK
00--c-c-
BRIDGE CONCEPTS
THE PREMIER TIMBER BRIDGE COMPANY
plans ore property of York Bridge Concepts.I 2420
Bello ince T. 800.226.4178
are not to be reproduced or used without
t permission from York Bridge Concepts. Lutz, FL 33558 F. 800.836.1274
11Ig2947_ %
1 PLAN - OVERALL FRAMING LAYOUT
SCALE: 1/8" = 1'-0"
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION SOUTH BRIDGE
WINNABOW, NC
�LMG
LAND MANAGEMENT GROUP im,
Environmental Consultants
3805 Wrightsville Ave; Suite 15
Wilmington, North Carolina 28403
Telephone: 910-452-ODO t
DRAWING REVISIONS
WINGWALL PILE
0 4 8 16
Project:
Orton Plantation
Brunswick County, NC
Date: 9/29/2016
Revision Date:
Scale: 111=81
Job Number:
02-10-11OR
Title:
Sheet Number:
CAMA Major Permit Application
CAMA Sheet
Orton Plantation, Brunswick Co.
7 of 11 (102)
Orton Creek Bridge Replacement
PLAN IDCM \M -LM -0N,
OVERALL FRAMING LAYOUT .
DEMED LOADING ..
HS20-44 LOADING (L/400 DEFLECTION)
DATE/TIME: DRAWN BY: PRQIECT NUMBER: SHEET NUMBER:
September 28, 2016 1 WINCHELL 216096 102
•
f14'-10" f14'-10" f60'-0" FREESPAN LENGTH
CUSTOM PLASTIC RAIL CAP
BACKFILL
(BY OTHERS)
I I�
TIMBER
_ ABUTMENT 1
_! 11=111-
.�
=1 11=1 11=1 11
TIMBER BOLTS
t4'-11"
POST O.C.
X—BRACE
CROSS BRACE
GLULAM STRINGER
m
f14'-10" t14'-10"
RAIL POST
- GUIDERAIL t4'-11"
POST O.C.
l l CURB
CURB
A o ,. _ r /_ BLOCK
EXISTING GRADE I-1
11 =1 = �_ = I = 1III-III=1 I=1 1
_ I _ I LMG Note: MHW is 5.2' above existing grade.
Bridge will be minimum of 6.0' above MHW
___I_=_=I I I
I=� - =I I II =- I ==I I FI -
_ _ _ _ _ -_ I_ EEI=_II-_ =I -_I -_
I I I -I I I- I I I -I 11=1 11=111-! 11=1 1-! 11=1 1=1 I-! ! -1 1I -
PILE TO BE DRIVEN UP TO 16 FT IN THE GROUND OR UNTIL REFUSAL.
PRELIMINARY; NOT FOR CONSTRUCTION
FOR ENVIRONMENTAL PERMITTING ONLY
YORK
0 0 0 0 0 0 0 0
BRIDGE CONCEPTS
0 0 0 0 0 0 0 0
THE PREMIER TIMBER BRIDGE COMPANY
plans are property of York BridgeConcepts. I 2420 Bmnello Tn— T. 800.226.4178
are not to be reproduced or used without
1 permission from York Bridge Concepts. Loin, FL 33558 F: 800.836.1274
1 ELEVATION - EXTERIOR
SCALE: 1/8"=1'-0"
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION SOUTH BRIDGE
WINNABOW, NC
STRINGER
PILE CAP ANDI I -
BUTT PILE 1 I =
_ TIMBER
ABUTMENT =
WATER SURFACE I -III - III -II
)LMG
LAND MANAGEMENT GROUP mc.
Environmental Consultants
3805 Wrightsville Ave; Suite 15
Wilmington, North Carolina 28403
Telephone: 910452-0001
DRAWING REVISIONS
TI -!::I
M
II =1 11=1 11=1 11=1 I I- 11=
Project:
Orton Plantation
Brunswick County, NC
0 4
8 16
Date:
Re
9/29/2016
Scale: 1"-8' IJob number:
02-10-11OR
Title: Sheet Number:
CAMA Major Permit Application CAMA Sheet
Orton Plantation, Brunswick Co. 8 of 11(201A)
Orton Creek Bridge Replacement
ELEVATION OCM WILMINGTON. N!
EXTERIOR
DESIGNED LOADING
HS20-44 LOADING (L/400 DEFLECTION)
DATE/TIME: DRAM Of:PROJECT NUMBER: SHEET NUMBER: //��
September 28, 2016 1. WINCHELL 216096 201A
±4.1%
-.do-
AB
301
m
+I
WATER SURFACE
_EXIISTING IGRADE
LMG Note: MHW is 5.2' above existing grade. =I
= Bridge will be minimum of 6.0' above MHW. — —
I= = = I- I- -I
• PILE TO BE DRIVEN UP TO 16 FT IN THE GROUND OR UNTIL REFUSAL.
PRELIMINARY; NOT FOR CONSTRUCTION
FOR ENVIRONMENTAL PERMITTING ONLY
YORK
THE PREMIER TIMBER BRIDGE COMPANY
Theae plans are property of York Bridge Concepts. 2420 Brundlo T- T. 800.226.4178
They are not to be reproduced or used without
written permission from York Bridge Concepts. Lutz, 11 37558 1: 800.836.1274
1 ELEVATION - EXTERIOR
SCALE: 1/8"=1'-0"
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION SOUTH BRIDGE
WINNABOW, NC
t4.1%
0 4 8
16
J
J ^
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LAND MANAGEMENT GROUP me
Brunswick County, NC
±4.1%
-.do-
AB
301
m
+I
WATER SURFACE
_EXIISTING IGRADE
LMG Note: MHW is 5.2' above existing grade. =I
= Bridge will be minimum of 6.0' above MHW. — —
I= = = I- I- -I
• PILE TO BE DRIVEN UP TO 16 FT IN THE GROUND OR UNTIL REFUSAL.
PRELIMINARY; NOT FOR CONSTRUCTION
FOR ENVIRONMENTAL PERMITTING ONLY
YORK
THE PREMIER TIMBER BRIDGE COMPANY
Theae plans are property of York Bridge Concepts. 2420 Brundlo T- T. 800.226.4178
They are not to be reproduced or used without
written permission from York Bridge Concepts. Lutz, 11 37558 1: 800.836.1274
1 ELEVATION - EXTERIOR
SCALE: 1/8"=1'-0"
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION SOUTH BRIDGE
WINNABOW, NC
t4.1%
DRAWING REVISIONS ELEVATION OCM WILMINGTON. Ni
EXTERIOR
DEMO UNIK
HS20-44 LOADING (L/400 DEFLECTION)
DATE/TIME: DRAWN BY: PROJECT NUMBER: SHEET NUMBER:
September 28, 2016 1. WINCHELL 2160% 201B
0 4 8
16
Project:
Date:
Revision Date:
9/29/2016
LMG
Orton Plantation
LAND MANAGEMENT GROUP me
Brunswick County, NC
Scale: 111=81
Job Number:
02-10-11OR
Environmental Consultants
3805 Wrightsville Ave; Suite 15
Title:
Sheet Number:
Wilmington, North Carolina 28403
Telephone: 910-452-0001
LAMA Major Permit Application
CAMA Sheet
Orton Plantation, Brunswick Co.
9 of 11(201B)
Orton Creek Bridge Replacement
DRAWING REVISIONS ELEVATION OCM WILMINGTON. Ni
EXTERIOR
DEMO UNIK
HS20-44 LOADING (L/400 DEFLECTION)
DATE/TIME: DRAWN BY: PROJECT NUMBER: SHEET NUMBER:
September 28, 2016 1. WINCHELL 2160% 201B
YORK
THE PREMIER TIMBER BRIDGE COMPANY
plans are property of York Bridge Concepts. I 242013-311. T.- T: 800.226.4178
are not to be reproduced or used without
permission from York Bridge Concepts. LWz, FL ]3558 F: 800.836.1274
TIMBER VEHICULAR BRIDGE DESIGN
ORTON PLANTATION SOUTH BRIDGE
WINNABOW, NC
DRAWING REVISIONS
- MATERIALS
SCALE: NTS
9/29/2016
NTS 02-10-11OR
Sheet Number:
Application CAMA Sheet
..,.., ....answick Co. 10 of 11(301A)
Orton Creek Bridge Replacement
SECTION RECEIV
DCM WIUAINGTON. I
MATERIALS
DESIGNED LOADING -
HS20-44 LOADING (L/400 DEFLECTION)
DATE/TIME:BY: PRMCr NUMBER: SHEET NUMBER:
September 28, 2016 jDRA3wN
WINCHELL 1 216096 301A
-H o
kELIMINARY; NOT FOR CONSTRUCTION
FOR ENVIRONMENTAL PERMITTING ONLY
YORK
0 0 0 0 0 0 W=0
BRIDGE CONCEPTS
00000000
THE PREMIER TIMBER BRIDGE COMPANY
plans are property of York Bridge Concepts. I 2420 B-110 Tni- T: 800.226.4178
are not to be reproduced or used without
i permission from York Bridge Concepts. Lutz, FL 33558 F: 800,836 1274
o�
I
L0
114'-0" DECK WIDTH
112'-9" CLEAR
i t 1'-7y2" f 11y2"
N
INSIDE
O.C.
H I_ _
i
t5' -1y2„
O.C.
O
f1 1'-5"
OUTSIDE
O
TIMBER VEHICULAR BRIDGE DESIGN
U
ORTON PLANTATION SOUTH BRIDGE
WINNABOW, NC
Mo
1
O
�LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
3805 Wrightsville Ave; Suite 15
Wilmington, North Carolina 28403
Telephone: 910-452-0001
DRAWING REVISIONS
Project: Date: 9/29/2016 Revision Date:
Orton Plantation
Brunswick County, NC Scale: Job Number:
1"=21 02-10-11OR
Title:
Sheet
Number:
CAMA Major Permit Application
CAMA Sheet
Orton Plantation, Brunswick Co.
11 of 11(301B)
Orton Creek Bridge Replacement
SECTION
DCM WILTAINGTON,
MATERIALS
DEJ@WQ MNG
HS20-44 LOADING (L/400 DEFLECTION)
DATE/TIME:DIUWN
BY:
PROJECT NUMBER:
SHEET NUMBER:
September 28, 2016
], WINCHELL
2
1 301B