20161149 Ver 2_CAMA Application_20170623

Coastal Management
ENVIRONMENTAL. QUALITY
June 21, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
JUN 2 3 2017
Karen Higgins
Division of Water Resources
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Robert Bailey
204 Oakleaf Drive, in the town of Pine Knoll Shores.
Proposes Major Mod to #28-17 to include the replacement of the existing
bulkhead for private use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
July 11, 2017. If you have any questions regarding the proposed project, please contact Brad Connell,
Permit officer at [phone]. Ext. 214. 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
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
252 808 2808

T DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Robert Bailey
LOCATION OF PROJECT SITE: The project is located within Bogue Sound adjacent
to 204 Oakleaf Drive in Pine Knoll Shores, Carteret County.
Latitude: 34° 42' 18.5286"N Longitude: 76° 48' 11.4012"W
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — 3/19/17
Was Applicant or Agent Present —Yes
Photos Taken — No
PROCESSING PROCEDURE: Application Received — cc: 6/13/17
Office — MHC
SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Pine Knoll Shores (7/25/1997)
Land Classification from LUP — Developed Residential
(B) AEC(s) Involved: EW, PTA
(C) Water Dependent: No
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - septic
Planned - None
(F) Type of Development: Existing — residence, dock, and asbestos bulkhead
Planned - vinyl bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION: DREDGED FILLED INCORP/SHADED
(A) Coastal Wetlands 11 100 ft2
11 1
(B) High Ground .=FIF 840 ft2 11 1
(E) Total Area Disturbed: 980 ft2
(F) Primary Nursery Area: No
(G) Water Classification: SA; HQW Open: Yes
(H) Cultural Resources: None
Proiect Summary: The applicant wishes to replace an existing bulkhead for private use
within Bogue Sound, Carteret County.

Field Investigation Report:
Bailey
Page 2
Narrative Description:
This is a major modification request to State Permit # 28-17. It was issued on February 21, 2017
for the construction of an osprey nesting platform within Bogue Sound.
The property is adjacent to Bogue Sound at 204 Oakleaf Drive in Pine Knoll Shores, Carteret County.
This 0.8 -acre parcel is developed with a single family residence. The adjacent properties are also
similar single-family residences.
The elevation of the high ground of the parcel is about 4' above the normal high water level (NHW).
Vegetation on the lot mainly consists of lawn grasses, with Coastal Wetlands (Spartina altemiflora)
waterward of the existing asbestos bulkhead. This parcel has approximately 110' of continuous
shoreline along Bogue Sound. Immediate offshore water depths range from —1' to -4' NHW. The
subaqueous substrate is firm with shell.
There is not a cultural resource in the nearby vicinity of the project area. This area of Bogue Sound is
approximately 7,800'across at this location. These estuarine waters are not classified as a Primary
Nursery Area. There are no beds of submerged aquatic vegetation within the nearby vicinity of the
project area. The area is open to shellfish harvest. These waters of Bogue Sound are classified as SA;
High Quality Waters by the EMC.
Proposed Development:
The applicant wishes to replace an asbestos bulkhead with a vinyl bulkhead adjacent to Bogue Sound,
in Pine Knoll Shores. The proposed development would take place at 204 Oakleaf Drive, Carteret
County. The proposed 70' long and 4' tall vinyl bulkhead would be installed 2' waterward of the
existing asbestos bulkhead. Traditional marine construction methodology would be utilized during
construction.
Anticipated Impacts:
The proposed vinyl bulkhead would impact 100 square feet of Coastal Wetlands (Spartina
alterniflora) within Bogue Sound. The proposed backfill would disturb 840 square feet of high
ground. A traditional marine construction vibratory method would be utilized during construction,
with minimal turbidity impacts.
There is not a cultural resource in the nearby vicinity of the project area. This project area is
within the White Oak River Basin. These waters of Bogue Sound are not classified as a Primary
Nursery Area and submerged aquatic vegetation is not present in the nearby vicinity of the project
area. This area of Bogue Sound is open to shellfish harvest. These waters are classified as SA;
High Quality Waters.
Brad Connell June 16, 2017 Morehead City

� s �
Date: June 9, 2017
Applicant: Robert W. Bailey
Project Narrative: Installation of vinyl bulkhead in front of existing damaged bulkhead seawall
Project location: 204 Oakleaf Drive, Pine Knoll Shores, NC 28512
The northern property line along the Bogue Sound at 204 Oakleaf Drive has an approximately
fifty year old, seventy foot long bulkhead seawall which is comprised of cement reinforced with asbestos
fiber. Like many bulkhead seawalls produced during this period, this wall has been gradually
deteriorating over the past years. The wash created by Hurricane Matthew in October 2016 accelerated
the structural deterioration of the bulkhead to the point where there is considerable erosion behind the
wall resulting from breaches in the wall (photo attached). This seawall needs to be replaced by a new
wall due to the escalating failure in the existing wall.
The new seawall will be built within two feet of the existing wall. It will be four feet in height,
seventy feet long and will consist of vinyl material. The wall will be anchored by galvanized rods placed
every eight feet. The twelve foot long, 5/8 inch galvanized rods will be punctured through the existing
wall and attached to an anchored piling located in stable soil. Once installed, the area between the new
and old wall will be backfilled with fill material thereby encapsulating the old wall. The surface area of
the fill will be seeded for grass. This back fill will impact approximately 90 square feet of coastal
wetland.
The negative impact of asbestos fibers on humans and the environment is well documented.
Removing and disposing of the existing wall will require specialized contractors and equipment that will
be prohibitively expensive. According to the Pine Knoll Shores Code Enforcement Officer, Jim Taylor,
during his tenure all of the replacement bulkhead walls within the town have been constructed within
two feet in front of the existing walls. By building the bulkhead wall in front of the existing wall and
encapsulating the existing wall with back fill, the chance of asbestos fiber being released into the
environment is eliminated. This type of solution is documented in the article titled "What to do about
Asbestos in Crumbling Seawalls", httpHeverlastweawalls.com/What-to-do-about-asbestos-seawalls?.
F1IVr D
JUN 13 2017

APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
Business Name Project Name (if applicable)
Applicant 1: First Name MI Last Name
Robert W. Bailey
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
7225 Churchill Drive Wake Forest NC
ZIP Country Phone No. FAX No.
27587 8556 USA 919 - 414 - 4477 ext.
Street Address (rf different from above) City State ZIP
Email
rwayneb1 @yahoo.corn
Business Name
Dennis & Son Marine Construction, Llc
Agent/ Contractor 1: First Name
MI
Last Name
William
T
Dennis
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
109 Seahorse Drive
Beaufort
NC
ZIP
Phone No. 1
Phone No. 2
28516
252 - 241 -
6962 ext.
- - ext.
FAX No.
Contractor #
Street Address (if different from above) City State ZIP
Email
[e-mail]
R COVE
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JUN 13 2017
252-808-2808 — 1— 60TM4 AST .. uuww.nccoastalmart t' � CITY
© m!

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
MISS, 10.
County (can be multiple) Street Address
State Rd. #
Carteret 204 Oakleaf Drive
b. Size of entire tract (sq.ft.)
Subdivision Name
City
State
Zip
Pine Knoll Shores
Pine Knoll Shores
NC
28512 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
919 - 414 - 4477 ext.
residential home, driveway, dock, two boat slips
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak River Basin
Bogue Sound
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
Bogue Sound
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.
National Register listed or eligible property?
Pine Knoll Shores
jai o i01,
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
101 ft
35,327.16 sqft
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
.811 acre, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4 ft ®NHW or ❑NWL
e. Vegetation on tract
grass, trees
f. Man-made features and uses now on tract
residential home, driveway, dock, two boat slips
g. Identify and describe the existing land uses adjacent to the proposed project site.
residential neighborhood
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
residential
(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 ❑NA
National Register listed or eligible property?
<Form continues on next page>
JUN 13 2017
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252-808-2808 1 m8 8-4 A .; ervw .s ra s talrt� n i � - MP'21 111.) CA '

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? []Yes NNo
(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 NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
septic tank
o. Describe existing drinking water supply source.
community water
p. Describe existing storm water management or treatment systems.
NA
a. Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Replace defective bulkhead seawall damaged by Hurricane Matthew.
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.
Installation of a vinyl bulkhead seawall to replace a defective asbestos reinforced cement seawall. The new seawall will be
installed and backfilled in front of the existing wall to minimize asbestos particle releases into the environment. The
installation will be done with an excavator and loader.
d. List all development activities you propose.
Installation of a vinyl bulkhead plus backfill behind the bulkhead.
e. Are the proposed activities maintenance of an existing project, new work, or both?
Both, construction of a bulkhead
seawall to replace defective wall.
f. What is the approximate total disturbed land area resulting from the proposed project?
140 NSq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area
❑Yes NNo ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
none
i. Will wastewater or stormwater be discharged into a wetland?
❑Yes NNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes NNo ❑NA
j. Is there any mitigation proposed?
[]Yes NNo [INA
If yes, attach a mitigation proposal.
<Form continues on back>
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JUN 13 2017
252-808-2808 ., 1-888-4RCOAST ., www.nccoas,taiman nV.e I

Form DCM MP -1 (Page 4 of 4) APPLICATION for
Major Development Permit
— -- —77
6., Additional Information
- --
b7 addition to this completed application form, (MP -1) the following items below, if applicable. must besubrnitted in orderfor the application
package to be complete. !terns (a) — (1) are always applicabte to any major development application. Please consult the application
instruction booklet on haw 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 Kris & Erika Mitchell
Address PO Box 858, Meredith, NH 03253
Phone No. [phone]
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Coastal Resources Commission Permit #28-17, issued
February 21, 2017
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.
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 / % //-
Print Name _Robert W. Bailey,
Signature �LCJ�✓Ca�GL�/
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
R �V
JUN 13 2011
a
252-808-2808 ., 1-888-4RCOAST .: www.necoastailmanag ment.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.
F.ccess Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization
Length NA NA NA NA NA NA NA
Width NA NA NA NA NA NA NA
Avg. Existing NA NA NA NA WINNA
Depth
Final Project NA NA NA NA NA
Depth ,.
IN
❑Tl�rs se01
cfior� riot
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2, DISPOSAL OF EXCAVATED MATERIAL -- -- -
®TnFs section not appf/cable :
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area?
[]Yes ❑No [INA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[I CW El SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
IC
i v
252-808-2808 :: 1-888-4K)A T :: www.n.ccoastalmanaaement.net revised. 02126/06

Form. DC.M MP -2 (Excavation and Fill, Page 2 of 2)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 2 ft
e. Type of stabilization material:
Vinyl Bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 140 sgft Riprap
Breakwater/Sill Other
i. Source of fill material.
Dirt delivered from Carteret Septic & Construction
b. Length: 70 ft
Width: 18 in Height 4 ft
d. Maximum distance waterward of NHW or NWL: 2ft
f. (i) 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.
Fill Dirt
(i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b.
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
(i) Will fill material be placed in 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 fill in these areas:
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 dirt to be placed between old and new wall upon delivery. Excavator and loader
C. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
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.
JUN I B 2017
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TIOEWALL
TW25 Technical Data Sheet
Constituent Material
PVC, Exterior Grade
Ri 'd only
PVC, Exterior Grade
RiiCid only
Section Width (W)
18 inches
457 mm
Section Depth (D)
6 inches
152 mm
Section Thickness (T)
.250 inches
6.35 mm
Weight
4.9 lbs/lineal foot
7.1 kg/lineal meter
Moment of Inertia
27.41n4/ft
3,742 cm4/m
Section Modulus
9.1 in3/ft
489 cm3/m
Ultimate Moment
4,929 ft-lbs/ft
2,263 k -m/m
Allowable Moment
2,464 ft4bs/ft
1,132 kg-m/m
Tensile Strength
ASTM -D638
6,500 lbs/in2
44.8 Mpa
Flexural Strength
ASTM -D790
11,140 Psi
78.0 Mpa
Modulus of Elasticity
ASTM -D790
380,000 Psi
2,620 Mpa
Notched Izod Impact
ASTM -D256
13.75 lbs/in
2.46 kg/cm
Heat Deflection Temperature
ASTM -D648
158 degrees F
70 degrees C
Available Colors Tidewall Vinyl Sheet Piling comes in a standard color of light gray, but it is also
available in clay, slate, tan, brown, and other custom colors upon request.
UV Protection All Tidewall Products are produced from highly weatherable, UV -stabilized
rigid PVC.
Lifetime Warranty Tidewall Vinyl Sheet Piling products are covered by a transferable 60 year
Limited Warranty that protects against manufacturing defects.
The information provided are nominal values and are believed to be accurate. To insure that you select the proper
Tidewall Vinyl Sheet Piling product for your particular application, Tidewall recommends that you consult with a
qualified local engineer and/or contractor. Tidewall makes no warranty of any kind as to the suitability of Tidewall
Vinyl Sheet Pile for a.particular application, or the results obtained therefrom. Tidewall Vinyl Sheet Piling is
engineered for the sheet piling construction industry according to United States Army Corps of Engineers design
guidelines and tested to ASTM material specifications.
sales@tidewalLcom 724-528-5900 724-528-5903 w eivaWr
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204 Oak Leaf Drive
Pine Knoll Shores, N,C, 28512
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6/9/2017
Property Data
W
Carteret County
Property Data
Parcel Number: 636513041045000
Inquiry Date: 6/9/2017
DISCL,kfMER: For confirmation of the number of buildings on each parcel, please contact the Carteret County Tax Office.
Owner/Property Info
Building Info
Parcel Number: 636513041045000
Baths: 2.5
Owner: BAILEY,R WAYNE
Bedrooms: 3
Physical Address 0000204 OAKLEAF DR
Condition: N/A
PINE KNOLL SHORES NC
Exterior Walls 1: RES WOOD
Mailing Address: 7225 CHURCHILL DRIVE
Exterior Walls 2: FACE BRICK
WAKE FOREST NC 27587
Floor Finish 1: HARDWOOD
Legal Description: L24 BW PINE KNOLL SHORES
Floor Finish 2: CERAMIC
Deed Book: 879
Foundation 1: CONC BLOCK
Deed Page: 310
Foundation 2: CONC BLOCK
Plat Book: o
T
Plat Page: 0
Sale Date: o
Heat: CNTRLHT&AC
Sale Price: 350000
Roof Cover 1: COMP SHNGL
Acreage: 0.811
Roof Cover 2: COMP SHNGL
Land Value: $404,040.0o
Roof Structure: GABLE
Building Value: $224,056.00
Square Footage: 3063
Extra Feature Value: $40,070.00
Year Built: Iwo
Parcel Value: $668,166.00
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16'
id'
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150,0'
251.0'
ONB7/01
9N.0'
10'
31'
T
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4 310.0'
n 4'
ECP1996 27
17'
e
2M r
ONE1170 UFO1167
1327.0' 7' 500.0'
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Photos
R E C FiC7, ��-
DCM-NIHD CFY
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