20131251 Ver 1_CAMA Application_20131203

A.;A 20 13 1 25 1
AN
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
November 26, 2013
MEMORANDUM:
TO: Karen Higgins
401 Oversight
DEMLR - Surface Water Protection
FROM: Doug Huggett, NC DENR -DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA / D &F Permit Application Review
Applicant: St. James POA, c% Jack Noland
Project Location: at Polly Gully Bridge on St. James Dr. SE, adjacent to Polly Gully Creek,
in Southport, Brunswick County.
Proposed Project: to replace the roadway bulkheads 2" waterward of their existing alignments and to
construct a golf cart / pedestrian walkway over the marsh
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Dow Hug_gett at the address above by December 20, 2013. If you have any questions
regarding the proposed project, contact Heather Coats at (910) 796 -7215, when appropriate, in -depth
comments with supporting data is requested.
REPLY:
SIGNED
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.
DATE
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: 910 - 796 -7215 \ FAX: 910 - 395 -3964 Internet: www. nccoastal management, net
An Equal Opportunity 1 Affirmative Action Employer
D
DEC - 3 2013

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: St James POA, c/o Jack Noland
2. LOCATION OF PROJECT SITE: Project site is located at the Polly Gully bridge on St James Drive SE in
Southport, adjacent to Polly Gully Creek, Brunswick County
Photo Index - 2006: 9 -6130, W -X, 23 2000: 9 -87, A, 22 1995: 9 -84, O -Q, 16
State Plane Coordinates - X: 2269276 Y: 67497 Rover File: Q071413A
Lat:33 °55'55.69875 "N Long: 78 °06'44.70455 "W
3. INVESTIGATION TYPE: CAMA/ Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 7/11/12, 10/25/13, 11/12/13
Was Applicant Present — Yes (on 7/11/12 only)
5. PROCESSING PROCEDURE: Application Received — Complete 11/26/13
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Brunswick County
Land Classification From LUP — Commercial/Recreation/Open Space
AEC(s) Involved: PT, PTS
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing — N/A
Planned - N/A
(F) Type of Structures: Existing — Bridge and road with bulkheads
Planned - Replace bulkheads
(G) Estimated Rate of Erosion: N/A
Source- N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
it
8.
(A) Vegetated Wetlands- Coastal wetlands
§404 wetlands
805 sq ft
614 sq ft
4,800
(shaded)
(B) Non - Vegetated Wetlands (Shallow Bottom)
Other — High ground
(D) Total Area Disturbed: 6,219 sq ft (0 14 acres)
(E) Primary Nursery Area: Yes (on east side of bridge)
(F) Water Classification: SA Open No
PROJECT SUMMARY: The applicant proposes to replace the roadway bulkheads 2' waterward of their existing
alignments and to construct a golf cart/pedestrian walkway over the marsh

St. James POA
Page Two
9. PROJECT DESCRIPTION
The project is located on St James Drive SE in St James Plantation, adjacent to the Polly Gully Creek,
Southport, Brunswick County To find the project site from Wilmington, travel south on NC Hwy 133 to
Southport Travel approximately 3 25 miles to St James Drive (the entrance to St James Plantation) Turn left
into St James Plantation (please note this is a gated community and entrance to St James must be arranged
prior to your visit with the applicant) Follow St James Drive SE approximately 3 1 miles to the Polly Gully
bridge A parking lot is located before the bridge on the left
The project area encompasses approximately 14 acres, comprised primarily of tidal marsh The area slopes
down from highground on both sides of the existing bridge /causeway There is a concrete bridge section
spanning the creek channel, with the remainder of the crossing being a filled causeway- retained by
deteriorating wooden bulkheads Polly Gully Creek channel is located approximately 70 feet south of the
causeway approach and measures approximately 10 feet in width. Concrete nprap stabilizes the transition from
the concrete bridge and the wooden bulkheads at all four corners of the bridge The entire span of the creek
marsh (and length of the bridge causeway) from highground to highground measures approximately 400 feet
across Marsh vegetation is comprised primarily of Salt Marsh Cordgrass (Spartana alterniflora), Black
Needlerush (Juncus roemerzanus), Spike Grass (Distichlis spicata), and Glasswort (Sahcornza spp ) An
existing plastic corrugated pipe is located within the causeway on the southern side of the bridge
The waters of the Polly Gully Creek are classified as SA by the North Carolina Division of Water Quality It
appears the waters are designated as a Primary Nursery Area (PNA) by the N C Division of Marine Fisheries to
the east of Polly Gully bridge They are CLOSED to the harvesting of shellfish
PROPOSED PROJECT:
The applicant is proposing to install new bulkheads on both sides of the existing bridge The length of each of
the two bulkhead replacements on the causeway south of the Polly Gully bridge section would measure
approximately 243' to the west (labeled as W 1 on Sheet S -4) and approximately 270' to the east (labeled W2
on Sheet S -4) The bulkheads to be replaced on the north side of the bridge would measure approximately 55' to
the west side of the causeway (labeled W3) and 61' in length to the east (W4). The new bulkheads would be
located a maximum of 2' waterward of their current alignment The applicant has stated replacing the walls in
place is not feasible due to their irregular alignments The applicant has also stated the existing pipe on the
south side of the causeway will be extended as needed to maintain the connection of hydrology through the
causeway, as it currently exists A wooden, slatted, elevated golf cart/pedestrian bridge is also proposed on the
north side of the Polly Gully bridge It would measure 525' in length, 10' in width and would be elevated a
minimum of 3' above the wetland substrate.
10. ANTICIPATED IMPACTS:
The proposed bulkheads would result in the fill of approximately 805 square feet of coastal wetlands and 613
square feet of §404 wetlands The proposed golf cart/pedestrian bridge would result in the shading of
approximately 4,800 square feet of coastal and §404 wetlands The work would likely result in a temporary
increase in turbidity.
Submitted by. Heather Coats Date November 26, 2013 Office Wilmington

St. James Bulkhead Replacement and Future Pedestrian Walkway
St James Plantation
Brunswick County, NC
Project Narrative
Existinp, Conditions
The project site is located on the St. lames Plantation property in Brunswick County, North Carolina (Lat
35 932514 N, Long 78 112217 W) Specifically, the project is at the St James Drive SE crossing of Polly
Gully Creek and its adjacent salt marsh, which is primarily comprised of black needlerush (luncus
roemer►anus) and smooth cordgrass (Spartina altern►flora). The existing bridge is a 50 ft long cored slab
bridge, 27 ft. wide with a standard jersey barrier rail. The bridge is supported by concrete abutments on
each end Both the abutments and the cored slab bridge are in good condition. The bridge is
approximately 12 degrees askew relative to the roadway, creating a hazardous projection of the
northeast barrier rail The roadway is comprised of two lanes and is approximately 24 ft. wide. The
guardrail installed on both sides of the road is nonconforming timber rail This rail has several sections
that have been improperly repaired The rail does not meet FHWA requirement for vehicles or cyclists
This structure provides the only access to approximately 800 residents in St James Plantation
Polly Gully Creek (Stream Index # 18- 88- 9 -1 -1) is a Class SC water with secondary classifications SW and
HOW, and drains to Beaverdam Creek approximately 0 5 mile east of the project site, in the Cape Fear
River Basin The mean high water elevation in the project area is approximately 4 40' and the mean low
water elevation is approximately 0.15' The surrounding land use is comprised of a residential
development and golf course community
CAMA issued Permit No 58 -02 on May 9, 2002 for construction of the bridge on St James Plantation
Drive SE over Polly Gully Creek Subsequent CAMA approvals for the bridge included a permit
refinement, dated February 24, 2003, a minor modification dated October 8, 2003, permit renewals
dated November 7, 2005 and April 22, 2008, and a permit extension dated April 21, 2010, which expired
on December 31, 2012. The North Carolina Division of Water Quality issued a Water Quality
Certification on April 11, 2002 (DWQ Project # 020277) The U S Army Corps of Engineers issued
authorization under General Permit 198000291(USACE Action ID No. 200200641), as well as a
subsequent permit modification, dated March 12, 2003
Proposed Project
The proposed project will be privately funded by the St James Plantation Property Owners Association
No public funds are to be used
The proposed project has three elements
Bulkhead Replacement
The approach on both sides of the bridge (250 ft south and 60 ft. north) is supported by decaying
timber lagging bulkhead with a maximum height of about 4 ft The project will replace the decaying
bulkhead with a sheet pile wall The existing bulkhead will be left in place and new sheet pile walls will
be constructed on the exterior of the existing bulkheads This will extend the fill 2' -0" along the entire
RECEIVED
DCM WILMINGTON, NO
NOV 2 6 2093

length of the bulkheads on both sides of the road Impacts will be created to the wetlands for this
construction This impact is necessary since the bulkhead can't be replaced in the same location Given
the irregular alignment of the existing wall, the new sheet pile wall must be placed on outside of the
existing wall If the new sheet pile was placed in the same location the clear road width would be
reduced by 1 foot on each side creating a narrower travel lane which would create unsafe driving
conditions In addition, the roadway would have to be closed to construct the wall in the same location
and this road must remain open to traffic at all times since it is the only access for the residents and fire
and rescue Construction of guardrail is also proposed along the approach roadway
There is an existing 10" CPP inside an 18" CPP to the south of the existing bridge under St James Drive
This pipe will be extended, if necessary, during installation of the new bulkhead such that the pipe still
protrudes through the bulkhead
The majority of the construction equipment utilized to construct the wall will be on the existing
roadway Temporary timber mats will be utilized in the wetlands in order to install the wall anchors
Roadway Realignment
The bridge is approximately 12 degrees askew relative to the approach roadway, creating an unsafe
condition The layout of the proposed sheet pile wall will allow a slight realignment of the roadway to
alleviate the skew and improve safety
The work associated with the bulkhead replacement and roadway realignment will not have any impacts
to Polly Gully Creek The work that is proposed is outside of the Creek
Future Pedestrian and Golf Cart Walkway
St James Plantation Property Owners Association proposed to construct a new pedestrian walkway on
the west side of St. lames Plantation Drive SE The walkway will be a wooden, slotted structure elevated
a minimum of 3 ft (measured from the bottom of the joists) off the marsh substrate The proposed
walkway will be 10' wide in order to accommodate both golf carts and pedestrians
While the bridge is wide enough to accommodate shoulders and pedestrian traffic, the approach
roadway north and south of the bridge is too narrow Pedestrians frequently utilize a nearby (located
within 85 to 115 feet from the roadway and bridge) golf cart path to cross the marsh This creates an
unsafe condition for several reasons, including the existing path is a not wide enough to safely
accommodate carts and pedestrians, the existing path is a boardwalk that has no guardrails, and the
existing path is showing signs of decay In addition, the existing path is owned and maintained by the
Clubs at St James Plantation, LLC and not St James Plantation POA The existing path is only supposed
to be used by those that are playing golf at Clubs at St James Plantation since it is within the right of way
of the golf course The new walkway is proposed to improve pedestrian safety by directing pedestrians
and residential golf carts away from the road and away from the existing golf cart path walkway which is
owned by the golf course and not the community
The walkway will be constructed by St James Plantation Property Owners Association within the next 3
years It will not be constructed at the same time as the sheet pile walls but is being permitted
concurrent with the bulkhead A top -down method is proposed for construction of the future
pedestrian walkway If this is not feasible, temporary timber mats will be utilized for construction.
RECEIVED
DCM WILMINGTON, NC
NOV 262013

Stormwater
Stormwater from the existing roadway sheet flows off the roadway into the adjacent wetlands No
treatment is required The proposed project will maintain the existing sheet flow drainage from the
roadway The proposed project will not create any additional impervious area therefore a Stormwater
Permit modification is not required
Erosion and Sedimentation Control
Since the project will result in less than 10 acre of disturbance, an erosion and sedimentation control
permit will not be required
RECEIVED
DCM WILMINGTON, NC
NOV 2 6 2013

lgINFI
APPLICATION for
Major Development Permit _
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
St James Plantation Property Owners Association
Project Name (if applicable)
Bulkhead Replacement and Future Pedestrian Walkway
Applicant 1 First Name
Jack
MI
Last Name
Noland
W S P
Applicant 2 First Name
MI
Last Name
Agent/ Contractor 1 First Name
If additional applicants, please attach an additional page(s) with names listed
Last Name
Mailing Address
4140 Southport- Supply Road Suite B
PO Box
City
Southport
Stansell
State
NC
ZIP
28461 8880
Country
USA
Phone No
910 253 4805 ext
FAX No
910 253 4808
Street Address (if different from above)
City
State
City
ZIP
Email
jack2@casnc com
2. Agent/Contractor Information
Business Name
W S P
Agent/ Contractor 1 First Name
MI
Last Name
Rana
Stansell
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
15401 Weston Parkway, Suite 100
Cary
NC
ZIP
Phone No 1
Phone No 2
27513 8635
919 - 678 - 0035
ext
ext
FAX No
Contractor #
919 678 0206
Street Address (if different from above)
City
State
ZIP
Email
rana stansell @ wspgroup com
RECEIVED
DCM WILMINGTON, NC <Form continues on back>
NOY 0 5 2013
252- 808 -2808 .. 1- 888.4RCOAS4 :: www.nccoastalrnanagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd #
Brunswick
St James Drive SE over Polly Gully Creek
N/A
Subdivision Name
City
State
Zip
St James Plantation
Southport
NC
28461-
Phone No
Lot No (s) (if many, attach additional page with list)
910 - 253 - 4805 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
Cape Fear
Polly Gully 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
Beaverdam Creek
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within
Town of Saint James
4. Site Description
a
Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
N/A
60938 (area between cart bridge easement to the west
and roadway easement on the east side of the road)
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
N /A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
1 0 ®NHW or ❑NWL
e
Vegetation on tract
Salt marsh that is primarily comprised of black needlerush and smooth cordgrass
f
Man -made features and uses now on tract
The only man made feature within the project limits is St James Drive and associated bridge over Polly Gully Creek The
tract is used as the only access to approximately 200 residents in St James Plantation
g
Identify and describe the existing land uses adjacent to the proposed project site
The surrounding land use is residential development and golf course community
h
How does local government zone the tracts
i Is the proposed project consistent with the applicable zoning
SJ -CN, SJ -EPUD, SJ- SPORTS OVERL
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No [DNA
I
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k
Hasa professional archaeological assessment been done for the tract9 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?
RECEIVED
DCM WILMINGTON, NC<Form continues on next page>
NOV 0 5 2013
252 - 808 -2808 1- 888- 4RCOAST .. www.nccoastalmanagemernt.net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ®Yes ❑No
(n) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (n) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
Wasterwater is treated by a facility in Brunswick County
o Describe existing drinking water supply source
Drinking water is supplied by Brunswick County
p Describe existing storm water management or treatment systems
Stormwater from the roadway in the project area is not treated
5. Activities and Impacts
a
Will the project be for commercial, public, or private use? ❑Commercial ❑Public /Government
®Prnvate /Community
b
Give a brief description of purpose, use, and daily operations of the project when complete
The purpose of the project is to replace a decaying bulkhead along St James Drive SE and permitting of a future pedestrian
walkway The roadway is used by residents in St James Plantation The walkway will be utilized by pedestrians and
residential golf carts The walkway will be constructed within the next three years
c
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored
The majority of the equipment for construction of the bulkhead will operate on the existing roadway and not in the wetlands
The only time equipment will be in the wetlands for construction of the bulkhead will be for installation of the anchor bolts
Any equpiment that must be in the wetlands will operate on temporary timber mats A top down method is proposed for the
construction of the future pedestrian walkway If a top down method can not be used, all equipment in the wetlands will
operate on timber mats Standard equipment will be used such as a hammer for sheet piles, mini excavators, etc
d
List all development activities you propose
Construction of a bulkhead to replace a failing bulkhead along St James Drive over Polly Gully Creek, slight realignment of
the approach roadway to the bridge to alleviate the skew utilizing the placement of the bulkhead, and permitting of a future
pedestrain walkway
e
Are the proposed activities maintenance of an existing project, new work, or both'> both
f
What is the approximate total disturbed land area resulting from the proposed project? 1300 ®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
The existing and proposed discharges are the same Stormwater from the roadway will be conveyed off the roadway and
over the bulkhead into the surrounding wetlands
i
Will wastewater or stormwater be discharged into a wetland? ®Yes ❑No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ®No ❑NA
I
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
DCM WILMINGTON, INC
<Form continues on back>
NOV 0 5 2013
252 -808 -2808 :. 1- 888- 4Re~OLST :: www.nccoastaimanagement.net

Form DCM MP -1 (Page 4 of 4)
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) — (f) are always applicable to any major development application Please consult the application
instruction booklet on'how to properly prepare the required items below
a A project narrative
b An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
e The appropriate application fee Check or money order made payable to DENR
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mad 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 Club at St James Plantation LLC Phone No
Address 4006 St James Dr SE, Southport NC, 28461
Name First St James Inc Phone No
Address PO Box 10879, Southport NC, 28461
Name Eric V and Linda J Lortz ' Phone No
Address 2990 Tradwood Drive SE, Southport NC, 28461
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
See Project Narrative
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I 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
-
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 tht the information provided in this application Is truthful to the best of y knowledge
Date 7/2-1/1-3 Print Name
Signature
Please indicate application attachments pertaining to your proposed project
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
DDCM MP -3 Upland Development
DDCM MP -4 Structures Information
RECEIVED
DCM WILMINGTON, NC
NOSE 0 52013
252 - 808 -2808 .. 1- 888- 4RCOAST :. www.nccawstaImanagiement.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
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 wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)2 If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑S
❑WL ❑None
(n) Describe the purpose of the excavation in these areas
d High- ground excavation in cubic yards
12. DISPOSAL OF EXCAVATED MATERIAL ®This section not applcable
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
(n) If no, attach a letter granting permission from the owner (n) If yes, where?
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
(n) Describe the purpose of disposal in these areas
DCM WILMINGTON. NC
NOV 0 5 2013
f (Q Does the disposal include any area in the water?
❑Yes []No ❑NA
(n) If yes, how much water area is affected?
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Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
NA
NA
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 wetlands /marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)2 If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑S
❑WL ❑None
(n) Describe the purpose of the excavation in these areas
d High- ground excavation in cubic yards
12. DISPOSAL OF EXCAVATED MATERIAL ®This section not applcable
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
(n) If no, attach a letter granting permission from the owner (n) If yes, where?
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
(n) Describe the purpose of disposal in these areas
DCM WILMINGTON. NC
NOV 0 5 2013
f (Q Does the disposal include any area in the water?
❑Yes []No ❑NA
(n) If yes, how much water area is affected?
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Form MPT6 MP-2 QExcarraatton and FRE, Page 2 of 2)
3. SHORELINE STABILIZATION ❑ This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a i ype or snoreune stamization
®Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other
c Average distance waterward of NHW or NWL 2
e Type of stabilization material
Sheet pile walls with granular backf ll placed between the existing
bulkhead and new bulkhead
g Number of square feet of fill to be placed below water level
Bulkhead backf ll 1262 Riprap
Breakwater /Sill Other
I Source of fill material
Contractor will supply material from offsite
b Length 631
Width 2
d Maximum distance waterward of NHW or NWL 2
f (Q Has there been shoreline erosion during preceding 12
months
❑Yes ®No ❑NA
(u) If yes, state amount of erosion and source of erosion amount
information
h Type of fill material
granular
4. OTHER FILL ACTIVITIES []'This section not applicable
(Excluding Shoreline Stabilization) v
a (i) Will fill material be brought to the site? ®Yes ❑No ❑NA b (i) Will fill material be olaced in coastal wetlands /marsh (CWI.
If yes,
(u) Amount of material to be placed in the water N/A
(m) Dimensions of fill area 631'L x 2'W x 2'H
(iv) Purpose of fill
Replace a failing bulkhead with a new sheet pile wall
backfilled with granular material
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)2 If any boxes are checked, provide the
number of square feet affected
®CW 805 ❑SAV ❑SB
®WL 614 []None
(u) Describe the purpose of the fill in these areas
A sheet pile wall backfilled with granular material
5. GENERAL
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g , draglme,
controlled? backhoe, or hydraulic dredge)?
Fill will be placed behind the new bulkhead Care will be taken to A hammer designed for sheet pile installation will be used
insure fill does not spill into adjacent wetlands
c (i) Will navigational aids be required as a result of the project? d (i) Will wetlands be crossed in transporting equipment to project
❑Yes [--]No ®NA site? ❑Yes ®No ❑NA
(u) If yes, explain what type and how they will be implemented (u) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
,Jack Noland
Date Applicant Name /�
Bulkhead Replacement and Futur g d�ppec}}rr!! Walkway
�El� ,Applicant Signature
IVI Project Name ' NC
NOV 0 5 2013
252 -8 08 -2808 :: 1- 888- 41RCO` ST :: www.ovccoastita,lmanagement.not - revised: 12/26/06

Fom1 B6E11P-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
f '4r sn�" Y' t;ir`i - ,, i F� ",?�r n _ - >__ _ ,. ,
S dt .a ,� is- Is,''"' �, 'v,vr'� r'�'+�di, i t� `�" -+'f �r'Rn''-'t �Jd i, `�, ^L �,m�"a,t'
r =� 5 'i; ,P t *,�i .5 r."; �,1��1 i,d -i s, ;.��""w„s ` .:s �i�`�4 «r �x�
l.-MIDGES"',
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a Is the proposed bridge b Water body to be crossed by bridge
DCommercial ❑Public /Government ®Pnvate/Community Polly Gully Creek
c Type of bndge (construction material)
Wooden slotted walkway
e (i) Will proposed bridge replace an existing bridge? DYes ®No
If yes,
(ii) Length_of,existing bridge
(iii) Width of existing bndge
(iv) Navigation clearance underneath existing bridge
(v) Will`all, or a part of, the existing bridge be removed?
(Explain)
g Length of proposed bridge 525' (entire walkway)
I Will the proposed bridge affect existing water flow? ❑Yes ®No
If yes, explain
d Water depth at the proposed -crossing at NLW or NWL
4 40' MHW, 0.15' MLW
f (i) Will proposed bridge-replace an existing culvert? OYes , ®No
if'yes,
(e) Length of exisbng_ culvert
(Iii) Width of existing culvert .
(iv),Height of the top of the existing culvert above the NHW or
NWL
(v) Will all, or a part of, the existing culvert tie removed?
(Explain)
h Width of proposed bridge 1 q
I 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 N/A I Have you contacted'the US Coast Guard concerning their
approval? DYes ®No
If ye "s, explain
m Will'the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands 3' n
waters? ®Yes DNo
If yes, explain The area is not navigable
-,i,. _. ,�-. _..,.�'^ LL r <n ,�'. ---r �$3.``-_ -.?s_ '. tee`• +� ua-' °_ _ _ '�'- _ _ ,f r. � �y^,nss „-:� �r �?,s �:"
r _ a:_. ,. 4
2. CiJLVEP�17`S This seehon #not applicable
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a Number of Culverts proposed.
b Water body in which the'culvert Is to be placed,
< Form continues on baMmA i�t; i 3 _ V' i f ' a F ;, � r + � z C
Hint/ 9 a 7g i`2
252- 808 -2808 :: 4- 886- 4RCOAST :: v^row.hccoastaEmananeinent.net revised: 10 /26/06

i1 Or DCM MP-5 (Bridges and Culverts, Page 2 of 4)1
c Type of culvert (construction material)
d (i) Will proposed culvert, replace an existing bndge?
❑Yes ❑No
e (i) Will proposed culvert replace an existing culvert?
❑Yes []No
If yes, If yes,
(If) Length of existing bridge, (ii) Length of existing culvert(s)
(w) Width of existing bridge, (in) Width of existing culvert(s)
(Iv) Navigation clearance underneath existing bridge (iv) Height of the top of the existing culvert above the NHW or
(v) Will all or -a part of the wasting bridge be removed NWL
(Explain) (v) Wilt all, or a part ,of, the existing culvert 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
It yes, 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?
If yes, explain
❑Yes []NO
�i ^r -._
3:,,- EXCA-VA 1C[N4Aef ffLL._, ° Ct7`his secttomriotapplicable
a- () 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
(iii) Avg width of area to be excavated
(IV) Avg depth'of area to be excavated,
(v) Amount of material to be excavated. in cubic yards
c (i) Will the placement of the proposed bridge orculvert require any
hlgl % ground excavation? ❑Yes ®No
If yes,
06 Avg length of area to be excavated
(1u) Avg width of area to be excavated
(iv) Avg, depth of area to be excavated
(v)' Amount of material to be excavated In cubic yards
b (i) Will the placement of the proposed bridge or culvert requue any
excavation within coastal wetlands/marsh (CW)-, submerged
I vegeteb6n- jSAV), shWtG ottorn (S8), or other wetlands
(WL)'? If any boxes are checked, provide the number of square
feet,affected
❑CW ❑SAV ❑SB
❑WL JoNone
(u) Describe the purpose of the excavation in these areas
1 4
3u7 j
f
252 -808 -2808 :: 1- 88&4RCOAST :: % vvwr.nccaastatmanacgement.net revised: 10/26/06

F48t'm 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
e
9
(ii) Dimensions of the spoil disposal area _
(ili)'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 maintenances ❑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 (il) above
(vi) Does the disposal area include any area below the NHW or NWNL? ? ❑Yes ❑No
If yes, give dunenslons if different from (ii) above
(t) 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,
(n) Avg length of area to be filled
(M) Avg width of area to be filled
(iv) Purpose of fill
(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
(rB) Avg width of area to be filled
(iv) Purpose of fill
() 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 vegetatlon,(SAV), shell bottom (S13), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected
❑CW ❑SAV ❑SB
OWL ®None
(uy Descnbe the purpose of the excavation in these areas
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A
GENERAL , E r 7,Tt q f , i = {`_ •, iy i _yi io-`n 7a n "� i FilaN :" ' h=er r`'t f y
y�,�.= rwY f, 7�r �Y'i y* y�li }�.'"Witl ,r 9,,•• -�i- T_S ilY'�
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� +'�"t_ °Li ids i� t'"��s i` -o-i w ri u•i _ "� au - ,bra :' =�'�S! in, i ^..� »�- �^3",�TaFe��x:'`
a
Will the proposed project require the relocation of any existing
utility lines? ❑Yes ®No
If yes, explain
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification
b Will the proposed project require the construction of any temporary
detour structure`s? ❑Yes ®No
If yes, explain
< Form continues on back>
DCM tr 1L TVHn,1lurON, NC
�\ Q V 2 Iro 2313
252- 808 -2808 :: 4- 888.4RCOASY :: vvww.nccoastalmanagement.net revised: 10 126 /06

FOrM DCM MP -5 (Bridges and culverts, Page 4 of 4)
c Will the proposed project require any work channels?
OYes ONo
If yes, complete Form DCM -MP2.
d How will excavated or fill material be Kept on site and erosion
controlled ?'
No exeavtion or fill- for boardwalk
e What type of construction equipment will be Used (for example, f Will wetlands be crossed in transporting equipment to project site?
dragiine, backhoe, or hydraulic dredge)? (]Yes ®No
If yes, explain steps that vwll be taken to avoid or minimize
environmental impacts
g W11(the ptacerr exit of the- proposed brddge or culvert'_tdquire any
shoreline stabiliiaUori? Oyss ONo
If yes, complete form MP,2,,Sectron 3 for Shoreline
Stabdlzabon only.
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252. 808 -2808 :: 1- 888 -4RCOAST :: www.nccoastalmanAaernent.net revised. 10/26106

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MAP LEGEND
Area of Interest (AOI)
Very Stony Spot
Area of Interest (AOI)
Sods
Interstate Highways
Q
Sod Map Units
Special
Point Features
V
Blowout
®
Borrow Pit
j<
Clay Spot
Other
Closed Depression
X
Gravel Pit
..
Gravelly Spot
40
Landfill
A_
Lava Flow
Marsh or swamp
St
Mine or Quarry
Qo
Miscellaneous Water
p
Perennial Water
v
Rock Outcrop
+
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
jd
Sodic Spot
m
Spoil Area
a
Stony Spot
USDA Natural Resources
'm Conservation Service
Soil Map — Brunswick County, North Carolina
Transportation
Very Stony Spot
Rails
Wet Spot
Interstate Highways
Other
Special
Line Features
^
Gully
Local Roads
Short Steep Slope
Other
Political Features
C
Cities
Water Features
1
Streams and Canals
Transportation
Rails
a�
Interstate Highways
,r+✓
US Routes
Major Roads
Local Roads
Web Sod Survey
National Cooperative Soil Survey
MAP INFORMATION
Map Scale 1 9,500 if printed on A size (8 5' x 11 ") sheet
The soil surveys that comprise your AOI were mapped at 1 24,000
Warning Sod Map may not be valid at this scale
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement The maps do not show the small areas of contrasting
sods that could have been shown at a more detailed scale
Please rely on the bar scale on each map sheet for accurate map
measurements
Source of Map Natural Resources Conservation Service
Web Sod Survey URL http / /websoilsurvey nres usda gov
Coordinate System UTM Zone 17N NAD83
This product is generated from the USDA -NRCS certified data as of
the version date(s) listed below
Sod Survey Area Brunswick County, North Carolina
Survey Area Data Version 14, Jun 15, 2012
Date(s) aerial Images were photographed 713/2006
The orthophoto or other base map on which the soil Imes were
compiled and digitized probably differs from the background
Imagery displayed on these maps As a result, some minor shifting
of map unit boundaries may be evident
1/31/2013
Page 2 of 3

v
n
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KO
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Soil Map - Brunswick County, North Carolina
Map Unit Legend
` Brunswick County, North Carolina (NC019)i
Map Unit Symbol
Mao UnNamel"
it
�'r. "Acres in_AOI
^vPercent of AOI,` '
DO
Dorovan muck
350
85%
LA
Longshoal muck
1286
314%
Lo
Leon fine sand
1236
302%
Me
Mandarin fine sand
195
48%
Mk
Muckalee loam
108
26%
Mu
Murville mucky fine sand
583
142%
Tm
Tomahawk loamy fine sand
244
59%
W
Water
96
24%
Totals for Area of Interest
4098
1000%
Natural Resources Web Soil Survey 1/31/2013
Conservation Service National Cooperative Soil Survey Page 3 of 3

TE
VICINITY MAP
STATE OF NORTH CAROLINA
SAINT JAMES PLANTATION
LOCATION: BRUNSWICK COUNTY
TYPE OF WORK: WETLAND IMPACTS
lLT eu
Nov oP raPNrxir
1TN51[ES OE
PERMIT DRAWING
SHEET 1 OF 7
GO RIGtf( OF WAY
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4CM WILMINGTON, NC a OP.. amp
�d TITLE SHEET
NOV 2 6 2013 �
SHEEP
S -1

LOT 81A
NOW OR FORMERLY
TRUSTEES OF
ERIC V @ LINDA J LORTZ
BM 67 PO 94
O 9 u \ £X15BNG 40 CART
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SHEET 2 OF 7
7
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ST JAMES PLANTATION PDA INC
PIN 2076 -0906 -5302 -
� a � MARSJ
FUTURE PEDESTRIAN AND GOLF
CART WALKWAY d
- - - - - _ - - 7 - - - - 1`. - - -
PROPOSED BULKHEAD ±_� qi 'dam
,� •(S a i RIP RAP i
rrl�`�'� -��- - / / µ4r ✓'
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(ELEV 0 15')
YP OR FORMERLY W
ST JAMESPLAN PLANTATION PDA INC
PIN 2076- 0906 -5302
,� Yf CARSH a
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GRAPHIC SCALE
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a LEGEND
BULKHEAD
- -- 404 WETLAND LIMIT
COASTAL WETLAND LIMIT
- - - MEAN HIGH WATER
- - - MEAN LOW WATER
MHW. 4.40'
MLW: 0.15'
SOURCE :NOAA STATION ID 8659084.
FUTURE PEDESTRIAN WALKWAY
ELEVATION
RECEIVED
DCM WILMINGTON, NC
NOV 2 6 2013
PRELIMINARY NOT
RELEASED FOR
CONSTRUCTION
O
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LAYOUT
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PERMIT DRAWING
SHEET 3 OF 7
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LOT 81 B
NOW OR FORMERLY
ST JAMES PLANTATION POA INC
- ,' - ---PIN 2066 - 1297 -1426
F,
I_'-- - - - - - -- ---------------------
FUTURE PEDESTRIAN AND GOLF '� LLJ
Io 404 WETLAND LIMIT CART WALKWAY =
- -_ --- - - - - -- v'
-------------------------
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�
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W
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F WAY I _
PROPOSED BUI KHEAD
W2
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- COASTAL WETLAND LIMIT NECESSARY�T END
THR01� \tiLKHEAD
a 's eB{a r
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PLAN COASTAL WETLAND LIMIT DENOTES FILL IN
- - - - MEAN HIGH WATER 404 WETLANDS
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404 WETLANDS
D
SNEET
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PERMIT DRAWING
SHEET 4 OF 7
dm a m
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a �U
NOW OR FORMERLY
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PIN 2076 - 0906 -5302 -'C, ,
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-- - - - - - -
- - -- e
w FUTURE PEDESTRIAN AND GOLF ' '
" " ' " PRELIMINARY NOT
=CART JALKWAY 410 - RELEASED FOR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------- - - - - - - - - - - C - - - - - - - -� - - - - _ - - - - - �� - - - - - - - - - - CONSTRUCTION
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LEGEND RECEIVED
- - - BULKHEAD DCM WILMINGTON, NC
20' 0' 20' - -Re -- 404 WETLAND LIMIT �p \�
REALALAU
14 O V 2 6 2 0 1.3 m m 0.8 AN59
PLAN COASTAL WETLAND LIMIT DENOTES FILL IN IMPACT MAP
404 WETLANDS
GRAPHIC SCALE - - - - MEAN HIGH WATER WETLANDS
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DC11fl WILMINGTON, NC
LEGEND
- - - BULKHEAD NOV 2 6 2013
- - ^a -- 404 WETLAND LIMIT
PLAN COASTAL WETLAND LIMIT DENOTES FILL IN
- - - - MEAN HIGH WATER COASTAL WETLANDS
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IMPACT MAP
COASTAL WETLANDS
SKEET
S -5

PERMIT DRAWING
SHEET 6 OF 7
Tti
R_F_ORME IR I
ST JAMES PLANTATION POA INC "
PIN 2076 - 0906 -5302
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---------------------------------------
FUTURE PEDESTRIAN AND GOLF '
Li - - - - - -- -CART ALKWAY -- - - /-- --- - - - - --
— — — — —
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i
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m
mo
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MEAN LOW WATER MEAN HIGH WATER
(ELEV 0o15') (ELEV 4.40') o O y
' DCI�A �/ILMtPV�N
LEGEND '�C
- - - BULKHEAD NOV 2 6 2013
20' 0' 20' - -- 404 WETLAND LIMIT
PLAN COASTAL WETLAND LIMIT DENOTES FILL IN
GRAPHIC SCALE - - - - MEAN HIGH WATER ® COASTAL WETLANDS
MEAN LOW WATER
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pUWN BM 0.8fN1581 CM0
IMPACT MAP
COASTAL WETLANDS
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S -6

NEW ANCHOR SYSTEM @
6' -0 "t CTS STAGGERED
(TYP )
NEW 10 "X12 "x8' -0" NEW 6 "X10 "xVARIES
ROUGH SAW ROUGH SAW TIMBER
TIMBER POST RAIL (FHWA)
IN
>.
7- 6' -0 "t
EXISTING
TIMBER
BULKHEAD
(NOTE 2)
II
II
'�
TYPICAL ELEVATION
N T S
NEW EVERCAP 35 OMMITED FOR CLARITY
10' -0"±
NEW "6 ALL - THREADED
REBAR WITH MANTIRAY
NEW ESP 31
ANCHOR (TYP )
TIMBER PILES
(NOTE 2) (TYP )
EXISTING
TIE RODS
I
I (NOTE 2) II
II
II
- - - -II — - -
II II
-- — — II-- — — — — — — — 11------
II
- - - -11
Mimi,
7111 !t 11 -1
If 11 =11 11 -11
1 II 11 =11 IL IIP11 =11 =11
IL 71 =11 11. CI= If- -II =1f
11 if 1�: -1I�
IN
>.
7- 6' -0 "t
EXISTING
TIMBER
BULKHEAD
(NOTE 2)
II
II
'�
TYPICAL ELEVATION
N T S
NEW EVERCAP 35 OMMITED FOR CLARITY
NEW 10 "X12'x8' -O" ANEW EVERCOMP LGRANULAR FILL
ROUGH SAW WALE X- SERIES
TIMBER POST
TYPICAL PLAN
N T S
NEW ESP 31
(TYP )
EXISTING
/ GROUNG
F_
PERMIT DRAWING
NOTES: SHEET 7 OF 7
1 EXISTING ROADWAY TO REMAIN CONTRACTOR TO REPAIR ANY DAMAGE TO
ROADWAY INCURRED DURING CONSTRUCTION AT NO ADDITIONAL CHARGE
2 EXISTING TIMBER BULKHEAD TO REMAIN TRIM EXISTING TIMBER PILES AND
LAGGING TO 12 "BELOW EXISTING GROUND
NEW 10 "X12 "x8' -0 "-�,
ROUGH SAW
- T I MB€R f'OS-T--
NEW EVERCAP 35
NEW ESP 31
(TYP )�
N
N
EXISTING
GROUND
NEW EVERCOMP
WALE X- SERIES
GRANULAR FILL
NEW 4 "X9 "x12"
BLOCK
NEW 6 X10 "xVARIES
ROUGH SAW TIMBER
RAIL (FHWA)
EXISTING ROAD
N `(NOTE 1)
T-
I n
45 °0'0"
2' -0"
(MAX)
TYPICAL SECTION
N T S
EXISTING TIMBER
BULKHEAD WITH PILES,
LAGGING,AND TIE RODS
(NOTE 2)
NEW =6 ALL - THREADED
REBAR WITH MANTIRAY
ANCHOR
RECEIVED
DCM WILMINGTON, NC
U2
m
v
0
m m o
m
C mm $ n
0
all a M n Z
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PRELIMINARY NOT
RELEASED FOR
CONSTRUCTION
z
O
Z Q
Q
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W
g¢
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W W
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G = W
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TYPICAL ELEVATION,
PLAN AND
SECTION
S -7
10' -0"±
NEW "6 ALL - THREADED
REBAR WITH MANTIRAY
EXISTING
ANCHOR (TYP )
TIMBER PILES
(NOTE 2) (TYP )
EXISTING
TIE RODS
I
I (NOTE 2) II
II
II
- - - -II — - -
II II
-- — — II-- — — — — — — — 11------
II
- - - -11
NEW 10 "X12'x8' -O" ANEW EVERCOMP LGRANULAR FILL
ROUGH SAW WALE X- SERIES
TIMBER POST
TYPICAL PLAN
N T S
NEW ESP 31
(TYP )
EXISTING
/ GROUNG
F_
PERMIT DRAWING
NOTES: SHEET 7 OF 7
1 EXISTING ROADWAY TO REMAIN CONTRACTOR TO REPAIR ANY DAMAGE TO
ROADWAY INCURRED DURING CONSTRUCTION AT NO ADDITIONAL CHARGE
2 EXISTING TIMBER BULKHEAD TO REMAIN TRIM EXISTING TIMBER PILES AND
LAGGING TO 12 "BELOW EXISTING GROUND
NEW 10 "X12 "x8' -0 "-�,
ROUGH SAW
- T I MB€R f'OS-T--
NEW EVERCAP 35
NEW ESP 31
(TYP )�
N
N
EXISTING
GROUND
NEW EVERCOMP
WALE X- SERIES
GRANULAR FILL
NEW 4 "X9 "x12"
BLOCK
NEW 6 X10 "xVARIES
ROUGH SAW TIMBER
RAIL (FHWA)
EXISTING ROAD
N `(NOTE 1)
T-
I n
45 °0'0"
2' -0"
(MAX)
TYPICAL SECTION
N T S
EXISTING TIMBER
BULKHEAD WITH PILES,
LAGGING,AND TIE RODS
(NOTE 2)
NEW =6 ALL - THREADED
REBAR WITH MANTIRAY
ANCHOR
RECEIVED
DCM WILMINGTON, NC
U2
m
v
0
m m o
m
C mm $ n
0
all a M n Z
c w
.1 M �j Z
a o Z`
\ °a ci
c
PRELIMINARY NOT
RELEASED FOR
CONSTRUCTION
z
O
Z Q
Q
� z�
W
g¢
a�
W W
0
C Wa
G = W
QY �
J
m �
LL
Z
Q
(n
ae _w
PP4FCfRlt]]1OC200p M1E 1ll1Y1➢i]
pNNN Bf R6TM15HL G110
m]t
TYPICAL ELEVATION,
PLAN AND
SECTION
S -7