20160389 Ver 1_CAMA Application_20160420

x.
Coastal Management
ENVIRONMENTAL QUALITY
April 19, 2016
MEMORANDUM:
TO:
RECEIVEMCDENR/M
APR 2 0 2016
Water Quality Regional
Operations Sona) Office
ctlowl
Wilmington Reg
Chad Coburn
401 Wetlands
DWR-WiRO / BR Co.
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD-ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / D & F Application Review
Applicant: Kay Picha
Project Location: 149 Ocean Isle West Blvd., adjacent to Tubbs Inlet and the AIWW,
in Ocean Isle Beach, Brunswick County
Proposed Project: to increase an existing sandbag revetment
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 May 12, 2016. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate,
in-depth comments with supporting data is requested.
L%/ 14-C "fsvc 0610C,116 (-CC-
REPLY: V✓ 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.
t
SIGNED DATE
Nothing Compares_'_,.�
State of North Carolina I Environmental Quality � Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

2
El
Epp"=
/lk-� At til
UMS10.4 otcoastal.Management'
oma m; F.O.T.Pernult. ADDUcations
K-0 51,61A ,,owner of the propertylocated at:
(propert,� owner)
-to".0 POV. SP -0, Obt6hihia-my needed envir
Act as: my agoutbt ldl f on=nt9l Permits,
iOOlW4,NC:C.oas I.M. a I anagement ct. permits, ,'NC Dredge.
A... and Fifl, Actpermits,
NC -POR US Amy , QW.. Of B IM: P� :9
.1 any 0 -or: aunty
...p g.
s that may ',�e ftecdedkr ft,- proposed: development at
y
,the V&&VntaS-.
ApoWa,co.ntrol,,
ands horel'
ne,stab*
ization offte,-VmMM.
{des r`Jie the proposed development far whichpermlO are being soughO
Thisi:and willWnqauthotiz��! fimftedlothe specific activities described above,
fixed Pame 076 0
t w of carp. owner or trustee)
Apd6i 2Q!,6
(date)
Randleman
(city,
336,67 -817,6i
(Telephone ftmher)
WED
TON
W
IVP;

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Kay Picha c/o Sampson Contracting, Inc.
2. LOCATION OF PROJECT SITE: The project site is located at 149 Ocean Isle West Blvd, Ocean Isle Beach,
Brunswick County. The property is adjacent to Old Sound Creek, Tubbs Inlet, and the Atlantic Ocean.
Photo Index — 2006: 1-6153, 12-P
2000: 1-6, 12-P
1995: 1-6, 12-P
State Plane Coordinates — X: 2158698 Y: 46272
Lat.: 33°87'59.83"N Long: 78°47'72.51"W
INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — April 15r'', 2016
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received - Complete 4/13/16
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Ocean Isle Beach
Classification From LUP — Residential
(B) AEC(s) Involved: OH, IH, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Municipal Sewer
Planned - N/A
(F) Type of Structures: Existing — Existing sandbag revetment, rock revetment, private docking
facility, and residential structures and access -ways
Planned — Oversized sandbag revetment
(G) Estimated Annual Rate of Erosion: 4.3'/year Source — LTAASCR 2011 Update
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (coastal)
N/A
N/A
N/A
(B) Non -Vegetated Wetlands - opq,
2,555
N/A
N/A
wateryds
<� , `1\�
C(for
\kt\\
sandbag
fill)
(C) Other (High ground)
N/A
—14,320 sq. ft. (sand
bags on beach)
N/A
placed
*N/A — Not applicable
(D) Total Area Disturbed: —0.4 acres (17,900 sq. ft.)
(E) Primary Nursery Area: No
(F) Water Classification: SA & SB Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to increase an existing sandbag revetment to an oversized
alignment to protect their single family home on the West end of Ocean Isle Beach.

Picha — Oversized Sandbag Revetment
Page Two
9. PROJECT DESCRIPTION:
The project site is located in.Ocean Isle Beach, at 149 Ocean Isle W Blvd., adjacent to Old Sound Creek, Tubbs
Inlet, and the Atlantic Ocean, in Brunswick County. To get to the site From US HWY 17 in Shallote, turn left
on to Ocean Isle Beach Rd. SW and travel approximately 3.56 miles. Continue straight on to Causeway Dr. /
NC 904 and travel approximately 1. 16 miles. Enter roundabout and take first right onto W. Pt Street. Travel
approximately 1.34 miles then turn slight right onto Charlotte Street. Travel approximately 0.08 miles and then
take a slight left onto W. 2nd Street. W. Second Street will become Ocean Isle Blvd West. Continue on Ocean
Isle Blvd W. for approximately 0.55 miles until you arrive at the project site at the very end of the road.
The project area would span across two separate tracts of land at the western tip of Ocean Isle Beach. One tract
is owned by the applicant Kay Picha, and the other indicated as a "washout lot" in the application. The tract of
land owned by the applicant measures approximately 0.5 acres with a 60 ft. easement for Ocean Isle W Blvd.
The project site is bordered by Old Sound. Creek to the north, Tubbs Inlet to the west, the Atlantic Ocean to the
South, and residential properties to the east. The high ground portion of the property is vegetated with Salt
Meadow Hay (Spartina patens), Sea Oats (Uniola paniculata), American Beachgrass (Ammophila breviligulata),
American Marsh-pennywort (Hydrocoytle americana) and planted ornamental vegetation. No wetlands were
observed within the limits of the proposed project area. The current elevation of the residentially developed area
of the property is approximately 8' above Mean High Water (MHW). The Annual erosion rate in the project
area is 4.3'/year per the Division of Coastal Management's 2011 Annual Erosion Rate maps. Existing site
conditions include a sandbag revetment measuring approximately 6' in height by 20' in width by 430' in length
running along Old Sound Creek, Tubbs Inlet, and the Atlantic Ocean. The landward edge of the existing
sandbag revetment is located approximately 12' waterward from the southwest corner of the existing house
structure and approximately 60' waterward from the northwest corner of the existing house structure. The
sandbag revetment along on the western portion of the project site, adjacent to Tubbs Inlet, incorporates
property listed as a "washout lot" in the application. The existing sandbags were authorized in 2009 under
CAMA General Permits #52423D, #49148D, #49198D, and #49157D. There is additional existing shoreline
stabilization in the form of a dilapidated rip rap revetment that measures approximately 140' in length by
approximately 20-30' in width along the northern section of shoreline adjacent to Old Sound Creek. The
applicant currently maintains a private docking facility, consisting of a pier, covered platform, and floating dock
within Old Sound Creek.
The Town Ocean Isle Beach Land Use Plan classifies the upland areas of the proposed project as "residential".
The waters of the project site are classified as SB for adjacent Tubbs Inlet and Atlantic Ocean and SA for
adjacent Old Sound Creek by the NC Division of Water Quality. The NC Division of Marine Fisheries has NOT
designated this area of Old Sound Creek, Tubbs Inlet, and the Atlantic Ocean as a Primary Nursery Area, and
the waters adjacent to the proposed project area OPEN to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to increase an existing sandbag revetment to an oversized alignment to protect their single
family home on the West end of Ocean Isle Beach. As proposed, the sand bag revetment would adjoin, or abut, the
existing sandbag revetment located along the property's shoreline adjacent to Old Sound Creek, Tubbs Inlet,
and the Atlantic Ocean. As designed, the sand bag revetment would consist of multiple bag layers, with a base
width of 45' and a crest height of 12' NGVD.

Picha — Oversized Sandbag Revetment
Page Three
As described in the application's cross section (sheet 3 of 3), traditional sandbags (i.e. each tan in color, 5' in
width and 10'-15' in length) would be installed along approximately 468 linear feet of beach. The proposed
sand bags would abut the existing sandbag revetment extending an additional 25' waterward, in a stair stepped
arrangement, for a total base width of approximately 45'.
The proposed sandbag revetment would increase the existing vertical dimension of the sandbags, with a
proposed height of approximately 12'NGVD. As proposed, the most landward sand bags would be installed
perpendicular to the shoreline against the existing dune escarpment. The revetment would then stair step
waterward, with the bags installed parallel to the shoreline along Old Sound Creek, Tubbs Inlet, and the Atlantic
Ocean. The sand bags would be placed atop a scour apron that would span the entire length of the project.
Information provided by the applicant's agent (Sampson Contracting, Inc.) indicates an approximate mean high
water boundary survey was performed in the vicinity of the proposed project on March 31, 2016. Based on this
data, it appears the proposed sand bag revetment would be placed along an alignment that would extend from
approximately 8' landward of the approximate MHW line, in areas adjacent to the Atlantic Ocean, to
approximately 1' landward of the approximate MHW line in areas adjacent to Tubbs Inlet and Old Sound
Creek. The applicant has accounted for approximately 14,320 sq. ft. of impacts above the approximate MHW
line, however, these numbers will likely change again prior to initiation of the project due to the continuing
easterly migration of the Tubbs Inlet channel.
According to the application package, the applicant intends to fill the sand bags with sand from below MHW
within the adjoining water bodies that are Tubbs Inlet and Old Sound Creek. As proposed, the applicant would
remove approximately 2,555 cubic yards of sand by means of a submersible pump attached to a long reach
excavator to fill the proposed bags. Prior to placement of the bags, a skid steer would be used to shape the
profile of the proposed revetment area.
10. ANTICIPATED IMPACTS
The applicant's proposal to remove approximately 2,555 cubic yards of sand from the adjoining waterbodies
would result in the disturbance of shallow bottom habitat for the fill of the proposed sand bags. The proposed
bags would incorporate approximately 14,320 square feet of high ground area above MHW that is also
proposed to be disturbed by a skid steer to shape the profile of the revetment prior to sandbag placement. The
application also calls for a work area waterward of the proposed alignment where temporary impacts including
increased turbidity can be expected.
Submitted by: Sean Farrell Date: April 19, 2016 Office: Wilmington

LOCATION MAP
Gagglebfaps httpsihvww.google.conYim l,,&33.9294355,=7SA214398,131
PROJECT SITE:
149 OCEAN ISLE W BLVD.
OCEAN ISLE BEACH, NC
APR 1 201E
= t,

PROJECT NARRATIVE
IN SUPPORT OF REQUEST FOR MAJOR PERMIT
APPLICANT: Kay P. Picha
PROJECT: Erosion Control
LOCATION: Brunswick County, North Carolina; at western terminus of Ocean Isle W
Boulevard, Ocean Isle Beach
Directions:
From US Hwy 17 (Business) in Shallotte, NC, proceed south on NC 179 to
the intersection of NC 904, turning left toward Ocean Isle Beach. Proceed
south, passing over the Intercoastal Waterway and continuing into Ocean
Isle Beach to the traffic circle just south of 2nd Street. Proceed to the right
out of the traffic circle onto Ocean Isle W Boulevard, and travel to the end,
which is adjacent to the project location at 149 Ocean Isle W Boulevard.
SITE: Description:
The project area consists of two tracts of land. The first tract is owned by
Kay P. Picha, and is listed by Brunswick County as Parcel # 2571E010.
This tract is approximately 0.5 acres, with a 60 -ft easement for Ocean Isle
W Boulevard separating the portion of the tract that borders the Atlantic
Ocean from the portion of the tract that borders Old Sound Creek. The
second tract, where some of the existing saadbags are located, is now listed
by Brunswick County as a washout lot.
The total shoreline of the area of the Project along the Atlantic Ocean,
Tubbs Inlet, and Old Sound Creek is 5,710 feet. The project area lies within
the Ocean Erodible and Inlet Hazard Areas of Environmental Concern.
The Picha tract of land is currently utilized for residential purposes. The
residentially developed area is approximately 8 -ft above Mean High Water
and the land descends steeply to Mean High Water along the Atlantic
Ocean, Tubbs Inlet and Old Sound Creek. Access to a pier along Old
Sound Creek exists. The "Washout" lot has some isolated areas where the
topography exceeds 8 -ft above Mean High Water, but it transitions steeply
to Mean High Water down the existing sandbag revetment along Tubbs
Inlet. This "Washout" lot is undeveloped with the exception of the existing
sandbag revetment and an existing rock revetment placed along Old Sound,
Creek during development of the island. _ . _
-T
SPP A% �16
I
SAMPSON CONTRACTING, INC®
Marine Construction And Environmental Consulting Services
aA4
a
.-
:; _ ;
125 Hunters Trail West, Elizabeth City, North Carolina, 27909 USA
Tel: [phone] — Fax: [phone]
[e-mail] www.sampsoncontracting.com
PROJECT NARRATIVE
IN SUPPORT OF REQUEST FOR MAJOR PERMIT
APPLICANT: Kay P. Picha
PROJECT: Erosion Control
LOCATION: Brunswick County, North Carolina; at western terminus of Ocean Isle W
Boulevard, Ocean Isle Beach
Directions:
From US Hwy 17 (Business) in Shallotte, NC, proceed south on NC 179 to
the intersection of NC 904, turning left toward Ocean Isle Beach. Proceed
south, passing over the Intercoastal Waterway and continuing into Ocean
Isle Beach to the traffic circle just south of 2nd Street. Proceed to the right
out of the traffic circle onto Ocean Isle W Boulevard, and travel to the end,
which is adjacent to the project location at 149 Ocean Isle W Boulevard.
SITE: Description:
The project area consists of two tracts of land. The first tract is owned by
Kay P. Picha, and is listed by Brunswick County as Parcel # 2571E010.
This tract is approximately 0.5 acres, with a 60 -ft easement for Ocean Isle
W Boulevard separating the portion of the tract that borders the Atlantic
Ocean from the portion of the tract that borders Old Sound Creek. The
second tract, where some of the existing saadbags are located, is now listed
by Brunswick County as a washout lot.
The total shoreline of the area of the Project along the Atlantic Ocean,
Tubbs Inlet, and Old Sound Creek is 5,710 feet. The project area lies within
the Ocean Erodible and Inlet Hazard Areas of Environmental Concern.
The Picha tract of land is currently utilized for residential purposes. The
residentially developed area is approximately 8 -ft above Mean High Water
and the land descends steeply to Mean High Water along the Atlantic
Ocean, Tubbs Inlet and Old Sound Creek. Access to a pier along Old
Sound Creek exists. The "Washout" lot has some isolated areas where the
topography exceeds 8 -ft above Mean High Water, but it transitions steeply
to Mean High Water down the existing sandbag revetment along Tubbs
Inlet. This "Washout" lot is undeveloped with the exception of the existing
sandbag revetment and an existing rock revetment placed along Old Sound,
Creek during development of the island. _ . _
-T
SPP A% �16
I

Adjoining` Development:
Immediately adjoining the Picha tract, and extending to the east along the
Atlantic Ocean, are a series of residentially developed lots with beach
access, and most have access to, and piers on Old Sound Creek.
Erosion:
Erosion is ongoing, and readily discernable along the shorelines of the
Atlantic Ocean, Tubbs Inlet and Old Sound Creek. The landward reach of
the erosion has been stopped by the existing sandbag revetment, but the
Tubbs Inlet channel has steadily migrated to the east, eroding away
subsurface inlet soils on the Picha side of the Inlet. As the sand spit on the
Sunset Beach side of the Inlet has grown to the east, the tidal channel has
become narrowed, and the depth of the channel has increased to
accommodate the flow to and from the tidal prism. These depths have
recently been recorded along the Picha property ranging from 8 — 20 -ft
below the MLLW level.
During the period of 6/17/2008 to 12/13/2012 the tidal channel migrated by
106 -ft to the northeast, corresponding to a migration rate of approximately
2-ft/month. During the period of 12/13/2012 to 10/9/2014 the tidal channel
migrated by 34 -ft to the northeast, corresponding to a migration rate of
approximately 1.5-ft/month. During the period of 10/9/2014 to 11/25/2015
the tidal channel migrated by 69 -ft to the northeast, corresponding to a
migration rate of approximately 5-ft/month. During the period of
11/25/2015 to 3/25/2016 the tidal channel migrated by 48 -ft to the
northeast, corresponding to a migration rate of approximately 12-ft/month.
The shoreline along Tubbs Inlet near the Picha property is a high energy
shoreline where winds have an unlimited open fetch of water when blowing
from directions from the southwest to the southeast.
Soils:
Information available from the USDA indicates Newhan Fine Sand is the
soil type that exists in the project area.
Hydrology:
The hydrology is uniform throughout the project area with the Newhan
Fine Sand being located more than 80 inches above the water table and
with no restrictive underlying structures.
Drainage from the project area is through sheet flow, which rapidly
percolates into the Newhan Fine Sand.
Section 404 Wetlands:
A 404 wetland delineation has not been conducted for the project area; no
such wetlands were observed. D

Coastal Wetlands:
Coastal wetland vegetation consisting of Spartina patens was observed, but
not in areas flooded by tides; as such, no coastal wetlands are considered to
exist within the project area.
Uplands:
Upland vegetation includes planted shrubbery, Spartina patens, Uniola
paniculata, Ammophila breviligulata, and Hydrocoytle Americana.
Waters:
The waters adjoining the project area include the Atlantic Ocean, Tubbs
Inlet, and Old Sound Creek. None of the waters adjoining the project area
are designated as an Anadromous Fish Spawning area, and the adjoining
waters are outside any primary or secondary nursery areas. Similarly the
adjoining waters are outside of any Striped Bass and Herring Management
Areas. These waters have been designated by the NC Shellfish Sanitation
Commission as areas open for shellfish harvesting. These waters are
considered to be Coastal Waters subject to the jurisdiction of the NC
Division of Marine Fisheries
Submerg&d Aquatic Vegetation:
No submerged aquatic vegetation has been observed within the waters
adjoining the project area.
Historical -Archaeological:
No indication has been found that the project area has been identified to
have either historical or archaeological importance.
Species of Concern:
The following species are recorded as being either Endangered (E) or
Threatened (T) in Brunswick County, North Carolina:
American alligator
Careen sea turtle
Hawksbill sea turtle
Kemp's ridley sea turtle
Leatherback sea turtle
Loggerhead sea turtle
Piping plover
Red -cockaded woodpecker
Red knot
West Indian manatee
Wood stork
VERTIBRATES
Alligator mississippiensis
Chelonia mydas
Eretmochelys imbricate
Lepidochelys kempii
Dermochelys coriacea
Caretta caretta
Charadrius melodus
Picoides borealis
Calidris canutus rufa
Trichechus manatus
Mycteria Americana
T
T
E
E
E
T
T
E
T
E
T
RE.7ke--"E1a'cru_
I GT;,' -) '1.,N'-1 r.

VASCULAR PLANTS
Cooley's meadowrue Thalictrum cooleyi E
Rough -leaved loosestrife Lysimachia asperulaefolia E
Seabeach amaranth Amaranthuspumdus T
Eleven vertebrate species of concern are listed as either Threatened or
Endangered in Brunswick County by the US Fish and Wildlife Service, and
three vascular plants are listed as either Threatened or Endangered. On the
project site, only the five sea turtles, the Piping plover, the Red knot and
the Seabeach amaranth would have potential habitat. The dynamic nature
of the inlet makes the project area unappealing for nesting of any of these
species, and would serve only as a feeding area for the Piping plover and
the Red knot. While Seabeach amaranth could occupy the project area, no
evidence of the presence of this species was observed.
It is unlikely that the proposed development will have any impacts on the
identified species.
DEVELOPMENT: This project consists of enlarging an existing erosion control sandbag
revetment from nominal dimensions of 6 -ft vertical by 20 -ft base -width to a
total base -width of 45 -ft, and a vertical limit of +12 -ft NGVD. While the
existing revetment is functioning properly to preclude the erosion of the
shoreline when subjected to the energy from ocean waves, the limited 6 -ft
by 20 -ft nominal dimensions are simply not sufficient to preclude
undercutting by the Tubbs Inlet tidal channel when it migrates to a position
adjacent to the existing revetment.
This proposed project seeks to address the imminent threat to the property
of the applicant, and thereby the west -end of the town of Ocean Isle Beach.
At present, the work area water -ward of the proposed enlarged alignment is
limited to no more than 3 - 10 -ft in some areas. Having a work area water -
ward of the proposed alignment is essential in order to perform the
proposed work. At the current rate of migration of the tidal channel of
Tubbs Inlet, this work area will not exist in some areas within 1 month. At
the current rate of migration of the tidal channel, the existing sandbag
revetment can be expected to be undermined in less than 3 months.
The project as proposed is in compliance with the N. C. Environmental
Policy Act (N.C.G.S. 113A 1-10).
Existing:
NC Division of Coastal Management (DCM) General Permits, #52423D,
#49148D, #49198D and #49157D, authorized a total of approximately 430
feet of 6 -ft by 20 -ft sandbag revetment.

Other prior development includes one residential structure with swimming
pool, one beach accessway, one pier access and floating pier. Prior to the
residential development of this lot, a paved, asphalt road was constructed
within the roadway easement on this property.
Additionally, prior to the residential development of this lot, a rock
revetment was constructed, as authorized by CAMA Major Permit 240-89
(issued in 1989), along the shore of Old Sound Creek during the
development the island. This revetment extended into what has now
become a part of Tubbs Inlet. Most of this revetment is covered by sand,
but can be observed where the sand has been washed away by the
encroaching tidal channel.
A separate rock revetment was constructed under a NC Division of Coastal
Management (DCM) authorization letter for an exempted maintenance and
repair project, issued on 5n12009. This revetment extends approximately
140 -ft in length along Old Sound Creek, turning eastward along Tubbs
Inlet. This revetment is approximately 20 -ft in width, with a 30 -ft width
existing at each end of the structure.
Proposed New as Part of this Permit Application:
Enlargement of the existing sandbag revetment is proposed by increasing
the height to +12 NGVD, and extending the base -width water -ward for a
total base -width of 45 -ft.
UTILITIES Wastewater:
Wastewater is handled by direct connection to the Ocean Isle Beach
sewerage system.
Potable Water:
Potable water is provided through connection to the Ocean Isle Beach
water main.
Power. Telephone and Cable:
Power utilities are provided through underground service. Telephone and
cable utilities are similarly provided through underground service.
IMPACTS Project development under this Permit application seeks no new
impervious surface.
Overall project development involves the following impacts:
Enlarged Sandbag Revetment
• Fill placed within geotextile bags, is above MHW, but could
include up to 14,320 sq. ft. placed on top of existing sand that at
times may be below NHW.

• Removal of approximately 2,555 cu. yds. of fill sand for the
geotextile bags from below 1VIHW within the adjoining water
bodies.
Access
Access is available through the site to the Areas of Environmental
Concern in the vicinity of the proposed development without crossing
any Section 404 or NC coastal wetlands. Access of equipment to the
shoreline will be across the slope located just to the east of the existing
access to the pier on Old Sound Creek.
AVOIDANCE AND
N>IIVIIlV IZATION Applicant seeks to provide erosion protection for her property, and
thereby, for the west end of the island on which Ocean Isle Beach is
located. The proposed project could better be done with the use of a
hardened structure, which is not allowed under current North Carolina law
and rules. Applicant seeks to provide the needed protection by
constraining the design to the use of temporary erosion control measures.
While the size of this alignment is greater than that provided for in the
rules of the Coastal Resources Commission (CRC), the design has been
constrained to a width and height that the CRC has, in the past, found
acceptable for situations where the nominal 6 -ft by 20 -ft alignment is
insufficient to address the imminent threat
Signed:
Date: 7 April 2016
....D
Pi / a

MailingA dress , PO Box Cit State
6965alfl I ( % . Randleman NC
ZIP Country Phone No. FAX No.
27317 USA 336 - 674 - 8176 ext. 336 - 674 - 0016
Street Address (if different from above) City State ZIP
Email
[e-mail]
Business Name
Sampson Contracting, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Theodore
J.
Sampson
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
125 Hunters Trail West
Elizabeth City
NC
ZIP
Phone No. 1
Phone No. 2
27909
252 -548 -4292 ext.
252 - 331 - 2447
ext.
FAX No.
Contractor #
866 793 4261
68247
Street Address (if different from above)
City
State
ZIP
5 West Hargett Street, Suite 310
Raleigh
NC
27601 -
Email
[e-mail]
<Form continues on baclo
+' �j I
252-808-2808 .. 1-888-4RCf:8fiST .> mvww.necoastalmanagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3 P�Q,�ectL®cation
County (can be multiple)
Street Address
State Rd. #
Brunswick
149 Ocean Isle W Blvd
NA
Subdivision
Subdivision Name
City
State
Zip
NA
Ocean Isle Beach
NC
28469-
Phone No.
Lot No. (s) (if many, attach additional page with list)
NA - - ext.
2571E010, , I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
Old Sound Creek; Tubbs Inlet; Atlantic Ocean
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
Atlantic Ocean
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.
Ocean Isle Beach
4 Site D' e.s. <�S0007
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
5,710
52,625
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
21,650 sf, 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
Planted shrubbery; Spartina patens; Uniola paniculata; Ammophila breviligulata; Hydrocotyle americana
f. Man-made features and uses now on tract
Single family dwelling; swimming pool; deck; beach access & stairs; Ocean Isle W Boulevard & right-of-way with buried
utilities; driveway, parking areas; fence; pier, pier access with gazebo; rock revetment; sandbag revetment
g. Identify and describe the existing land uses adiacent to the proposed project site.
To east: residential lot with single family dwelling. To west: shoreline of Tubbs Inlet (fishing, shelling, walking area). To
north: Shoreline of Old Sound Creek (fishing, walking). To south: shoreline of Atlantic Ocean (fishing, shelling, walking area.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
C-1
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ❑No ®NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [INA
National Register listed or eligible property?
<Form continues on next page>
252-808-2803 .. 1-888-4RCOAsa veos�+ver. ra��saa�ta4sa�a�aa€��sssea��.s�at

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? []Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Town of Ocean Isle Beach sewerage system
o. Describe existing drinidng water supply source.
Town of Ocean Isle Beach water system
p. Describe existing storm water management or treatment systems.
None; sheet flow to sand soils.
5. Acivriies dl U
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.
Project is designed to augment existing shoreline stabilization provided by increasing sandbag revetment size to prevent
undercutting of sandbag revetment by encroaching tidal channel of Tubbs Inlet.
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.
Submersible pump slung from long -reach excavator to transfer sand from adjoining waterways into geotextile sandbags.
Skid -steer to be used to shape area prior to placement of sandbags: 1 Submersible pump, 1 long -reach excavator, 1 skid -
steer. All stored on uplands at northern property boundary.
d. List all development activities you propose.
Construct enlarged sandbag revetment as shoreline protection by adding on to existing sandbag alignment within a 45-R
base width, by +12 -ft NGVD alignment.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both new work and maintenance of an
existing project.
f. What is the approximate total disturbed land area resulting from the proposed project? 17,900 ®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.
None, other than sheet -flow of rain run-off.
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 [INA
j. Is there any mitigation proposed? ❑Yes ®No [INA
If yes, attach a mitigation proposal. -. .
<Form continues on back>
252-808-2808 ,.- 1-888-4RCOAST c. www-n-0coastatEman,agomesnt-nat

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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.
9 -
Name Phone No.
Address
or
CAMA/D&F Permits: 52423D 6/30/09 Kay Picha; 49148D
12/13/07 Curt Rodgers; 49198D 11/14/07 Kay Picha;
49157D 10/30/07 Kay Picha; 240-89 6/18/89 Ocean Isle
Developing Co.
h. Signed consultant or agent authorization form, if applicable.
e
dates.
NCDCM Letter of Exemption for Maintenance & Repair project
dated 5/7/2009
I i. Wetland delineation, if necessary.
l� 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.5. 113A 1-10), it necessary. It the protect 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 1 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 April 6, 2016 Print Name Theodore J. Sampson (for Kay Picha)
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and FII Information DDCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development i%/ E 1)
❑DCM MP -4 Structures Information ,;; ;N'l'1V1L1fl,i�i�7
252-808-28118* a; 1-8 88-A RCOAST -- wrwraw.nccoastal manaagement_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 andfor.fill activities. All values should be given in feet.
Access other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization
Length
Width
Avg. Existing NA NA
Depth
Final Project NA NA .
Depth
:;: E�CCAV�i7'i�fl0 (]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. sand
2555
c. (i) Does the area to be excavated include coastal wetlandsimarsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
NA
Z. D15ROSAL'QF EXCAVA:TiE©ATER/AL This sectio# not applicable
a. Location of disposal area b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Willa disposal area be available for future maintenance?
Oyes ONo I3NA ©Yes 0No [INA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetiandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
❑CW 3SA
number of square affected. OSB
[3WL ❑None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
0Yes ❑No )]NA
(ii) If yes, how much water area is affected?
1_--j3x-E-: '.0
252-800-2805 .. 1-886 4RCOAs ,. c^s av�r.r�^c�a_�sd a;aa rr; c.�;�; revs zh i2i26106

_....____._.... __. _ _ _...._..___._—__._._._
gojgZ;Z :l sgnva •:s^ s�aassa .sQ s. atS !�9 �r P 'u -i• #�t • aE t4• �..
•smdLui IeluawuoJ!Aua
az!w!u!w .w pone o; ue){e; aq il!nn 1e4; sdals uleldxo 'seA ll (!!)
VNO ON]& WAO ia;!s
loalad of luawd!nbe Bu!podsueA ut passoio aq spuegarn I!!M (!) P
-paluawaldw! eq 111m 494IAwq pue adAl le4m u!eldxe 'saA 11 (!)
VN[j oN@ saAO
,,laa(oxl a4; to llnsaj a se paimbae aq sp!e leuo!le8!Aeu ll!M (!) -o
dwnd elglwowgnS sBegpues al!;xaloa8 u4gvm posolou@
i,(abpeip o!lneip q jo 'soLNoeq LPailo.►luoo
'au!I0eip ''B'a) pasn eq IlyA luawd!nba uo!lonllsuoo lA adAl;e4M -q uo!sola pue aps uo ;da)i aq leuapw Og jo PaISAeoxe 10m ANOH 'e
S
:wale asa44 ul 111 a413o asodind a4; agposaCl (!!)
auoNp -IMO
8S❑ AVS❑ MOO
•pepalje xaa; ejenbs jo jagwnu
94; apiAoid 'pgoogo ejo saxoq Aue p 4(IM) spuegem ja4;o
io '(8S) wouoq llegs '(AVS) uoge:pftA ogenbe paBraux;ns
111 to asodind (A!)
me 118;o suo!suaw!(3 (!!!)
ra;eM a4; ui paoeld aq o; ieualew;o lunowV (!!}
'seA 11
'(NO) 4smw/spuegana Ie;seoo w paoeld aq Ispayew 01 U!M (!) q VNQ ONO Sark 48;s 94101 44MOIC! aq leue4ew 111 U!M (1) .e
SAMWOleaa Bulu1010e u0.4 PUBS
� �b �a4X} il!St�;et�lea�8
pues deid!?j 0!oIeq peatAin8
•leualew !ig p sdAl '4 'lanal .ia;em Molaq peoeld aq of 1!U )o laad wenbs )o jegwnN -B
;uaualnseaw/uo!WAJasgo F101 'ow L 1. Jaho ,S1.4 :ow q rano ,Bb
•uo!leuuo3u!
lutmwe lJOWJa;o aomos PUB uo!soxa la wnom am *wA m (n)
VND ON© sa E3
ts4;uow luaw40AGI BegpueS
Z!, M!peoaxl Buunp uo!soia ou!Iaio4s useq W841 seH (!) ) :leualew uogez!ligels to adhl 'a
.6£'VAN Jo MHN do pre+uua;emaaue;slp wnw!xBW *P K 1NW io MHN JO PJennra;enn aouelSp 86eJanV -o
tgs
`4;P!Nt :19410ED me/aa;eaoleaa$o deid!N[( PeatNine❑
B9V :436uo-1 'q :uogez!lKps oulialo4s jo adAl -e
(saan�ru – P-dIN asn 10,6 paP,l!) .
Qr4eg' u s"t� t1�Ol1b21718t'3S.Nt72/gJ;

0 10 20 30 40 50 60 1 U J Existing 6'x 20' Sandbag Alignment
Atlantic O O O Existing Subsurface Rock Revetment
\60 -Ft Street & Utility SCALE: 1 IN = 50 FT
Ocean Proposed Oversized 12' NGVD x 45 Sandbag
Easement P,o9eM Alignment
Existing Remnant Riprap Groin
First Line of Vegetation Property Lines 1 �
Old Sound Creek _ Mean High Water
i
Oceanfront Setback I
Landward Extent Of Bell Property PiopectY
� Ocean Erodible AEC
N I�
i t
0
� �R
N
ve
\ \ C¢ �l_, �Q� \ Picha Property Formerly:
\\ 1, 9 / /
� � �\ Williamson Trust Property
Now:
Washout Per Brunswick Co. Tax Office
\ \ Pi a P erty
\ \\ /
-6' -5�a \ \ \ \ � / °¢' mate Mei �i015 /
°4, °8' DoProY�—
1112512
-61
04,
°4' qs. 8' Loll
° �3 °710 °T Ic
tel
°' • • \ / ' Tubbs Inlet / � aaLov
¢• e20'�
/X17' 17' / / P� ate �� I32 2 °¢ °7 -20'-'/
011,
/dV
061 —
8 a%
Approximately 300' to MHW /
of Sunset Beach Sandbar
......... First Line of Vegetation
— . - Oceanfront Setback
Landward Extent of Ocean Erodible AEC
— Approximate Mean Low Low Water
9' Water Depth in Channel at Low Tide 312512016
NOTES
Elevation contours from Coastal Science & Engineering,
PLLC drawings dated 1/1/09 and 1/13/09. These contou
have been altered by subsequent erosion control
construction and shifting sands in Old Town Creek and
Tubbs Inlet. Elevation contours above the top of existing
sandbags remain as indicated. Elevation of majority of
developed property is approximately +8' NAVD88.
1) Drawings derived from field observations, Brunswick Co.
GIS, Coastal Science & Engineering, PLLC drawings
dated 1/11/09 and 1/13/09, and Boney & Associates, Inc.
drawing dated 5/23/94.
2) Drawing is for permitting purposes only and not
construction.
3) Copyright ©2016 Sampson Contracting, Inc. All rights
reserved. This material is the property of Sampson
Contracting, Inc., and is protected by the copyright laws
of the United States and other countries. It may not be
reproduced, distributed, or altered in any fashion by any
entity without the express written consent of Sampson
Contracting, Inc. Written consent is hereby granted to
Kay and Dave Picha and Erosion Control Specialists.
Written consent is hereby granted to NC DEQ, US Army
NO REVISION I DATE
PE STAMP SAMPSON CONTRACTING, INC.
r')
125 Hunter; Tran West
Elizabeth C NC 27909
PROJECT TITLE:
DRAWING TME:
PICHA EROSION CONTROL
SITE OVERVIEW
SCALE' As Indicated DRAWINGNO.:
DRAWN: TS
04 - 032516 - 001
`HEAD` SHEET 1 OF 3
DATE:
03/28/16
PROJECTNO.: n _ n39F1R
9
�o
N�,
1
Oceanfront Setback I
Landward Extent Of Bell Property PiopectY
� Ocean Erodible AEC
N I�
i t
0
� �R
N
ve
\ \ C¢ �l_, �Q� \ Picha Property Formerly:
\\ 1, 9 / /
� � �\ Williamson Trust Property
Now:
Washout Per Brunswick Co. Tax Office
\ \ Pi a P erty
\ \\ /
-6' -5�a \ \ \ \ � / °¢' mate Mei �i015 /
°4, °8' DoProY�—
1112512
-61
04,
°4' qs. 8' Loll
° �3 °710 °T Ic
tel
°' • • \ / ' Tubbs Inlet / � aaLov
¢• e20'�
/X17' 17' / / P� ate �� I32 2 °¢ °7 -20'-'/
011,
/dV
061 —
8 a%
Approximately 300' to MHW /
of Sunset Beach Sandbar
......... First Line of Vegetation
— . - Oceanfront Setback
Landward Extent of Ocean Erodible AEC
— Approximate Mean Low Low Water
9' Water Depth in Channel at Low Tide 312512016
NOTES
Elevation contours from Coastal Science & Engineering,
PLLC drawings dated 1/1/09 and 1/13/09. These contou
have been altered by subsequent erosion control
construction and shifting sands in Old Town Creek and
Tubbs Inlet. Elevation contours above the top of existing
sandbags remain as indicated. Elevation of majority of
developed property is approximately +8' NAVD88.
1) Drawings derived from field observations, Brunswick Co.
GIS, Coastal Science & Engineering, PLLC drawings
dated 1/11/09 and 1/13/09, and Boney & Associates, Inc.
drawing dated 5/23/94.
2) Drawing is for permitting purposes only and not
construction.
3) Copyright ©2016 Sampson Contracting, Inc. All rights
reserved. This material is the property of Sampson
Contracting, Inc., and is protected by the copyright laws
of the United States and other countries. It may not be
reproduced, distributed, or altered in any fashion by any
entity without the express written consent of Sampson
Contracting, Inc. Written consent is hereby granted to
Kay and Dave Picha and Erosion Control Specialists.
Written consent is hereby granted to NC DEQ, US Army
NO REVISION I DATE
PE STAMP SAMPSON CONTRACTING, INC.
r')
125 Hunter; Tran West
Elizabeth C NC 27909
PROJECT TITLE:
DRAWING TME:
PICHA EROSION CONTROL
SITE OVERVIEW
SCALE' As Indicated DRAWINGNO.:
DRAWN: TS
04 - 032516 - 001
`HEAD` SHEET 1 OF 3
DATE:
03/28/16
PROJECTNO.: n _ n39F1R

60 -Ft Street & Utility
Easement
n�
Ni
Olip \
-6 \ \\ \\
\ \ \ 2
6
Old Sound Creek���
0 10 20 30 40 50 60
SCALE: 1 IN = 30 FT
'�aaft, �-
First Line of Vegetation
Oceanfront Setback
Landward Extent Of
Ocean Erodible AEC
Bell Property
Pich roperty
'cha operty
s �O
i
0�6 0¢,
Se
_ W
�oWi
Tubbs Inlet °41* oX�ma�0 M 1112512 15
Existing 6'x 20' Sandbag Alignment
O O O Existing Subsurface Rock Revetment
Proposed Oversized 12' NGVD x 46 Sandbag
Alignment
o Existing Remnant Riprap Grin
Property Lines
— - Mean High Water
6 0 6.6 6 0 6 0 First Line of Vegetation
— • — • - Oceanfront Setback
— • . — . Landward Extent of Ocean Erodible AEC
— Approximate Mean Low Low Water
9' Water Depth in Channel at Low Tide 3/25/2016
Elevation contours from Coastal Science & Engineering,
PLLC drawings dated 1/1109 and 1/13/09. These contour
have been altered by subsequent erosion control
construction and shifting sands in Old Town Creek and
Tubbs Inlet. Elevation contours above the top of existing
sandbags remain as indicated. Elevation of majority of
developed property is approximately +8' NAVD88.
1) Drawings derived from field observations, Brunswick Co.
GIS, Coastal Science & Engineering, PLLC drawings
dated 1/11/09 and 1/13/09, and Boney & Associates, Inc.
drawing dated 5/23/94.
2) Drawing is for permitting purposes only and not
construction.
3) Copyright © 2016 Sampson Contracting, Inc. All rights
reserved. This material is the property of Sampson
Contracting, Inc., and is protected by the copyright laws
of the United States and other countries. It may not be
reproduced, distributed, or altered in any fashion by any
entity without the express written consent of Sampson
Contracting, Inc. Written consent is hereby granted to
Kay and Dave Picha and Erosion Control Specialists.
Written consent is hereby granted to NC DEQ, US Army
Corps of Engineers for Permit processing pU
r osas.
NO REVISION DATE
PE STAMP SAMPSON CONTRACTING, INC,
{
125 Hunters Trail West
CI Elizabeth City. NC 27909
PROJECT TITLE:
DRAWING TITLE:
PICHA EROSION CONTROL
REVETMENT CLOSE-UP
SCALE:
As Indicated
DRAWING NO.:
04 - 032516 - 001
SHEET 2 OF 3
DRAWN: TS
CHECKED:
DATE. 03/28/16
PROJEC'MO.: 04 -032516

TYPICAL CROSS SECTION OF OVERSIZED SANDBAG REVETMENT
D N
z. '—New Backfill
Underlayment
N
'Existing oil.'.
co
N
W o
30 25 20 15 10 5 0 5 10 15 20 25 30 35
Lateral Distance in Feet
PLAN VIEW OF OVERSIZED SANDBAG REVETMENT
SCALE: 1 IN = 50 FT
40 45 50
Proposed Shoreline Parallel Sandbag
® (5 -ft by 15 -ft flat)
Existing Shoreline Parallel Sandbag
® (5 -ft by 15 -ft flat)
Proposed Shoreline Perpendicular Sandbag
(5 -ft by 10 -ft flat)
Existing Shoreline Perpendicular Sandbag
(5 -ft by 10 -ft flat)
—�� Property Lines
GENERAL NOTES
1) Drawing is for permitting purposes only and not
construction.
2) Copyright p 2016 Sampson Contracting, Inc. All rights
reserved. This material is the property of Sampson
Contracting, Inc., and is protected by the copyright laws
of the United States and other countries. It may not be
reproduced, distributed, or altered in any fashion by any
entity without the express written consent of Sampson
Contracting, Inc. Written consent is hereby granted to
Kay and Dave Picha and Erosion Control Specialists.
Written consent is hereby granted to NC DEQ, US Army
Corps of Engineers for Permit processing purposes.
NO REVISION DATE
PE SLAW SAMPSON CONTRACTING, INC.
; �D
APR
125 Hunters Trail West
Elizabeth Cf NC 27909
PROJECT TITLE:
PICHA EROSION CONTROL
DRAWING TITLE:
SANDBAG REVETMENT
CROSS SECTION AND PLAN VIEW
SCALE: As Indicated DRAWINGNO.:
DRAWN: TS
04 - 032516 - 001
CI KM SHEET 3 OF 3
DATE:
03/28/16
PROJECT NO.: 04 -032516