20131251 Ver 3_CAMA Application_20170829

Coastal Management
ENVIRONMENTAL QUALITY
August 25, 2017
Sl
10
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
D CO -
AUG 2 9 2017 1
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(o)-ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA /Dredge & Fill Application Review
Applicant: St. James Plantation, POA
Project Location: off of St. James Dr. SE, adjacent to Polly Gully Creek (off AlINM
in St. James, Brunswick County
Proposed Project: to replace an existing bulkhead
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 September 15, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] 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

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: St. James POA, c/o Rana Stansell, PE, CFM (agent)
2. LOCATION OF PROJECT SITE: The project is located off St. James Drive SE, adjacent to Polly Gully Creek,
in St. James, Brunswick County.
Photo Index — 2006; 9-6129; D:1-3, E:1-2
Project Coordinates: Latitude: 33°55'56.49"N Longitude: 78°06'44.54"W
3. INVESTIGATION TYPE: CAMA Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/2/2017
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 7/27/17, 8/24/2017 (complete)
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands- Coastal & 404 -type
Office - Wilmington
6. SITE
DESCRIPTION:
(A)
Local Land Use Plan — Brunswick County Land Use Plan
Land Classification From LUP — Commercial
(B)
AEC(s) Involved: CW, EW, PTA, ES
Water Dependent: Yes
(D)
Intended Use: Public
(E)
Wastewater Treatment: Existing — None Planned- None
(F)
Type of Structures:
Existing — POA owned bridge and bulkhead
Planned - Extension of replacement bulkhead
(G)
Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands- Coastal & 404 -type
175 sq.ft.
(B) Non -Vegetated Wetlands
(Open water
(C) Other - Highground
421 sq.ft.
(D) Total Area Disturbed: 596 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SC, SW HQW Open: No
PROJECT SUNIlVIARY: The applicant is proposing to remove existing bulkhead and replace with a new sheet
pile wall with a slightly new alignment.

St. James POA, c/o Rana Stansell, PE, CFM (agent)
Page Two
9. PROJECT DESCRIPTION
The project is located off St. James Drive SE, adjacent to Polly Gully Creek, in St. James, Brunswick County. To
find the project site from the Wilmington District Office, turn left off Cardinal Street on to Market Street. Travel
0.4 miles and turn right on to Martin Luther King Jr. Pkwy (US -74). Travel 5.3 miles and merge right on to NC -
133. Travel 0.7 miles, crossing over the Isabel Holmes Bridge, until you reach US -17. Turnleft on US -17 and
travel 1.1 miles, keep right and merge onto NC -133 S/US-17 S. Travel 2.6 miles and take the US -17 exit toward
Shallotte /Myrtle Beach. Continue 0.8 miles onto US -17 S/ Ocean Hwy E. Travel 13.1 miles and then turn left
on to US -17 BUS. Travel 1.7 miles and turn left on to NC -906. Continue 9.5 miles and turn left onto Maxwell
Drive. Travel 0.4 miles and continue straight on to St. James Drive SE for another 2.5 miles to Polly Gully Creek
Bridge. A parking lot is located after the bridge on the right.
St. James Plantation is an existing residential golf course community off Highway 211 in Brunswick County. A
portion of the property has been developed with single family homes, condominiums, golf courses, clubhouses,
marina, boat storage, and other amenities to the residents. St. James borders the Atlantic Intracoastal Waterway
and Beaverdam Creek. Polly Creek Gully, a tributary to Beaverdam Creek, bisects the property. The area lies
within the Cape Fear River Basin. The project area comprises primarily of tidal marsh species Smooth Cordgrass
(Spartina alternaflora), Black Needlerush (Juncus roemerianus), Spike Grass (Disticlis spicata), and Glasswort
(Salicornia spp.) The area slopes down on both sides of the existing bridge/causeway. The concrete bridge spans
a l Oft wide creek channel, with the remainder of the crossing being a filled causeway retained by a newly
installed sheet pile bulkhead. The total length of the causeway and bridge measures approximately 400ft across
from highground to highground.
State Permit No. 15-14 was issued February 7, 2014 authorizing replacements on the causeway south of the Polly
Gully bridge section measuring approximately 243' to the west and approximately 270' to the east, and
replacements on the north side of the bridge section measuring approximately 55' to the west side of the
causeway and 6 P to the east. The new bulkhead alignment was authorized 2' waterward of the previous wooden
bulkhead. Work on this project is almost complete with most of the bulkhead replacement sections finished and
capped.
The waters of Polly Gully Creek are classified as SA;HQW by the North Carolina Division of Water Resources.
They 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 harvest of shellfish.
PROPOSED PROJECT
St. James Property Owners Association is applying to modify State Permit No. 15-14 to extend the length of the
previously authorized bulkhead replacement on both sides of the existing bridge. This office discovered
additional trenching and sheet pile installation beyond the scope of the existing permit. A Notice of Violation was
issued on June 13, 2017 requesting that work stop immediately and an application submitted for a major
modification. The applicant requests a major modification to State Permit No. 15-14 to extend the bulkhead
replacement 80' linear feet (LF) and 2 ft waterward on the south end of the causeway on the west side, resulting in
a total disturbance area of 221 sq. ft.. The applicant proposes to extend the bulkhead replacement 69' LF and 2 ft
waterward on the south end on the east side, resulting in a total disturbance area of 221 sq. ft.. The applicant
proposes to extend the bulkhead replacement 11 LF and 2 ft waterward on the north end of the causeway on the
west side, resulting in a total disturbance area of 24 sq. ft.. The applicant proposes to extend the bulkhead
replacement 7 LF on the north end on the east side, resulting in a total disturbance area of 13 sq. ft.. The
remaining existing wooden bulkhead would be removed during this process. The extensions would connect with
the existing sheet pile bulkhead which was previously permitted under State Permit No. 15-14.

St. James POA, c/o Rana Stansell, PE, CFM (agent)
Page 'three
10. ANTICIPATED IMPACTS
The proposed 80 LF replacement bulkhead extension would result in filling 74 sq. ft. of coastal wetlands and 9 sq.
ft. of 404 wetlands. The 69 LF replacement bulkhead extension would result in filling 64 sq. ft. of coastal
wetlands and 28 sq. ft. of 404 wetlands. The proposed project would result filling a total of 138 sq. ft. of coastal
wetlands and 37 sq. ft. of 404 wetlands. The project would also result in a total of 421 sq. ft. of highground
disturbance. The work will possibly result in a temporary increase in turbidity after high tides.
Submitted by: Brooks Surgan Date: 8/24/17 Office: Wilmington

St. James Bulkhead Replacement
St James Plantation
Brunswick County, NC
Project Narrative
Existing 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
roemerianus) and smooth cordgrass (Spartina alterniflora). 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
HQW, 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.
Prior to this project, 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.
Original Proposed Proiect
The proposed project will be privately funded by the St. James Plantation Property Owners Association.
No public funds are to be used.
The original proposed project had 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

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.
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. James 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.

Original Permits for Bulkhead Replacement and Walkway
This bulkhead replacement project was permitted by CAMA on February 7, 2014, Permit Number 5-14;
by the U.S. Army Corps of Engineers on January 14, 2014, Action ID. SAW -2002-00641; and by the North
Carolina Department of Environment and Natural Resources on December 6, 2013, DWR Project No. 13-
1251.
Modifications to Proposed Project
Due to safety issues it has become necessary to extend the bulkhead on both ends of the project along
St James Plantation Drive SE. The bulkhead will be extended a maximum of 80' beyond the original
limits on the south end and a maximum of 11' beyond the original limits on the north end. This creates
additional coastal and 404 wetland impacts on the north end of the project. There are no additional
wetland impacts along the north side of the project.
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 1.0 acre of disturbance, an erosion and sedimentation control
permit will not be required.
:Y.

11001A
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Business Name
St. James Plantation Property Owners Association
Project Name (if applicable) _
Bulkhead Replacement /,) —/ �-1
Applicant 1: First Name
Jack
MI
Last Name
Noland
Applicant 2: First Name
MI
Last Name
Last Name
If additional applicants, please attach an additional page(s) with names listed.
PO Box
Mailing Address
4140 Southport -Supply Road Suite B
PO Box
City
Southport
State
NC
ZIP Country
28461 8880 USA
Phone No.
910_ 253 -
4805 ext.
FAX No.
910-253-4808
Street Address (if different from above)
i
City
state
FAX No.
Contractor #
919 836 4099
Email
[e-mail]
Street Address (ff different from above)
City
r2. Agend&ontractor Information _
Business Name
WSP
Agent/ Contractor 1: First Name
MI
Last Name
Rana
Stansell
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
434 Fayetteville Street, Suite 1500
Raleigh
NC
ZIP
Phone No. 1 Phone No. 2
27601
984 - 269 - 4673 ext. ext.
FAX No.
Contractor #
919 836 4099
Street Address (ff different from above)
City
State
ZIP
Email
[e-mail]
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a

Form DCM MP -1 (Page 2of 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 ,
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 m ' r water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Beaverda eek
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.
listed or eligible property?
Town of Saint James
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sci t.)
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 adiacent to the proposed project site.
The surroundingland use is residential development pment and golf course community.
h. How does local government zone the tract?
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 ®NA
j. is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No [INA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [:INA -�
National Register
listed or eligible property?
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Form DCM MP -1 (Page 3 of 4)
m. (1) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(Ill) If yes to either (I) or (ii) above, has a delineation been conducted?
(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?
APPUCATTON for
Major Development Permit
®Yes [--]No
®Yes ONo
®Yes ONo
®Private/Communky
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.
St. James Plantation.
The roadway is used by residents in
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. 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 and slight realignment
of the approach roadway to the bridge to alleviate the skew utilizing the placement of the bulkhead.
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? 2377
®Sq.Ft or
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ONo ❑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. Stonnwater from the roadway will be conveyed off the roadway and
over the bulkhead into the surrounding wetlands.
I. Will wastewater or storm ter 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.
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for .
Major Development Permit
& Additional Information
In addition to this completed application form, (MP -1) the following items below, ff 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
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 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 James and Susanne Carmack Phone No.
Address 2990 Trailwood 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.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 7_-7 y��2 Print Name vt -k �•%u rt r/
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
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Form DCN MP -2
EXCAVATION and FILL
(Except for bridges and wlv rts)
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 That
9. EXCAVATION ® Ttds section not aPpfficab
a. Amount of material to be excavated from below NHW or MNL In b. Type of material to be excavated.
cubic yards.
c. (t) Does the area to be excavated include coastal wedends/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 OSB
OWL ❑None
(N) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2 DISPOSAL OF EXCAVATED MATERIAL ® m/s section not sPPi
a. Location of disposal area. b. Dimensions of disposal area.
c. (1) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetiandstmarsh
(CW), submerged aquatic vegetatbn (SAV). shell bottom (SS),
or other wetlands (WL)? If any boxes are checked, provide the
number of sure feet affected.
❑CW ❑SAV [:)SB
OWL []None
(N) Describe the purpose of disposal in these areas:
d. (t) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
Oyes ❑No [INA
(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 Rods
(exduding
Breakwater
shoreline
NWL)
stabilization
Length
VAdth
Avg. Existing
Depth
NA
NA
Final PmtDepth
NA
NA
9. EXCAVATION ® Ttds section not aPpfficab
a. Amount of material to be excavated from below NHW or MNL In b. Type of material to be excavated.
cubic yards.
c. (t) Does the area to be excavated include coastal wedends/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 OSB
OWL ❑None
(N) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2 DISPOSAL OF EXCAVATED MATERIAL ® m/s section not sPPi
a. Location of disposal area. b. Dimensions of disposal area.
c. (1) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetiandstmarsh
(CW), submerged aquatic vegetatbn (SAV). shell bottom (SS),
or other wetlands (WL)? If any boxes are checked, provide the
number of sure feet affected.
❑CW ❑SAV [:)SB
OWL []None
(N) Describe the purpose of disposal in these areas:
d. (t) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
Oyes ❑No [INA
(N) If yes, how much water area is affected?
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V f
revised: 12/26/08

Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
I SHORELINE STABILIZATION 0 M section not applicable
(lf development is a wood groin, use MP -4 — Structures)
a. i ype or anoreime smomzaoon:
®Bulkhead ❑iiiprap ❑Breakwater/Sill ❑Other.
c. Average distance waterward of NHW or NWL: 2
e. Type of stabilization material:
Sheet pile walls with granular backfill placed between the existing
bulkhead and new bulkhead.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 174 Riprap
Breakwater/Sill Other
1. Source of fill material.
Contractor will supply material from offsite
D. Lengm: Im
Width: 2
d. Maximum distance waterward of NHW or NWL• 2
f. (k) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
granular
4. OTHER FILL ACTIVITIES ❑This section notappllcable
(Excluding Shoreline Stabilization)
a. (k) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (I) Will fill material be placed in coastal wetlands/marsh (CVA -
If yes,
(U) Amount of material to be placed in the water WA
(iii) Dimensions of fill area 166' 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)? If any boxes are checked, provide the
number of square feet affected.
®CW ® ❑SAV ❑SB
OWL © ❑None
(11) 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., dragline,
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 All does not spill into adjacent wetlands.
c. (1) Will navigational aids be required as a result of the project?
[]Yes []No ®NA
(ii) If yes, explain what type and how they will be implemented.
.Date
Bulkhead Replacement and Future Pedestrian Walkway
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Jack Noland
Applicant Name
4-1� -e-" 71.2 y /7
Applicad Signature
252-808-2808 :: 1.888-4RCOAST :: www.necoastalmana enwnt.not revised: 12/26/06

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(N FEET)
1 FIN . 40 IL
3 i ST. JAMES PLANTATION ,`WsP
POLLY GULLY BULKHEAD REPLACEMENT
1 � 1 Transportation It Infrastructure
(,A) ST. JAMES. NC 15491 Mhfbn miner 9aTN loo
Cry, NC 11513 • 91997i.90f5
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CA
404 Wetland Limits
80 FT OF NEW IMPACTS PREVIOQSLY PERMITTED
LKHEAD go- IMPACTEk TO WETLANDS
1. CAMA Wetland Impact
Coastal Wetland 6- 60 sf
Limits
64 sf
SOUTH SIDE
9 CAMA WETLAND BULKHEAD NEW IMPACTS PREVIOUSLY PERMITTED
9 IMPACTS TO WETLANDS
4 BULKHEAD
CAMA WETLAND IMPACTS

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434 Fayetteville Street Suite 1500
Raleigh, NC 27601 - 919.836.4040
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STH SIDE
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