19870254 Ver 2_CAMA Application_20220908

ROY COOPER
Governor
ELIZABETH S. RISER
Secretary
BRAXTON DAVIS
Director
Septernber 8, 2022
MEMORANDUM:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
NORTH CAROLINA
Environmental Quality
Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregg.bodnar(a ncdenr.gov
CAMA/Dredge & Fill Application Review
Piney Island Gun Club of Currituck
0 Piney Island Road, Parcel #006900000540000, Coinjock in Currituck
reconfigure and add height to the existing low profile riprap shoreline and
construct a small riprap sill
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grew Bodnar at the address above by September 29, 2022. If you have any
questions regarding the proposed project, contact Robert Corbett (252-264-3901, ext. 233) 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.
PRINT NAME
AGENCY
SIGNATURE
DATE
DE`
Oepeduaatoe Emironmenlanuell
IOR CAROLINA
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Piney Island Gun Club of Currituck
2. LOCATION OF PROJECT SITE: Parcel ID Number 006900000540000 Piney Island
Road, Coinjock, Currituck County, adjacent to Coinjock Bay connecting to the
Currituck Sound.
Latitude: 36°22'48.03"N Longitude: - 75°56'56.93"W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 6/4/2019, 3/17/2022
Was Applicant Present — No, Yes
5. PROCESSING PROCEDURE: Application Received Complete — 9/7/2022
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Currituck County
Land Classification from LUP - Conservation
(B) AEC(s) Involved: Estuarine Waters (EW), Public Trust Area (PTA), and
Estuarine Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private / Community
(E) Wastewater Treatment: Existing — Septic
Planned — None
(F) Type of Structures: Existing — Hunting Lodge, waterfowl
impoundments, boat shelters, barns,
riprap, bulkheads, boat basins, boat
ramp and hunting blinds.
Planned - Reconfiguration of an existing riprap
shoreline and a small riprap sill.
--.5' to per year due to storms and
constant wakes from vessels.
Source — Applicant / Google Earth imagery
(G) Estimated Annual Rate of Erosion:
7. HABITAT DESCRIPTION: (Area ft2)
Filled
(A) Shallow Bottom EW and PTA AEC
150 ft2 Riprap Sill
9,324 ftz Riprap for shoreline stabilization
(Mostly over existing Riprap)
(E) Total Area Disturbed: 9,474 ft2
(F) Primary Nursery Area: No
(G) Water Classification: SC
Open to Shellfishing: No
8. PROJECT SUMMARY: The applicant proposes to reconfigure and add height to the
existing low profile riprap shoreline and construct a small riprap sill.

Piney Island Gun Club of Currituck
Field Investigation Report
Page 2
Project Setting
The project site is home to a private historic waterfowl hunt club. The parcel ID is listed as
parcel # 006900000540000 Piney Island Road and can be accessed from SR 1142
(waterlily Road) Coinjock, Currituck County, and is adjacent to the Intracoastal Waterway
(ICW) in Coinjock Bay. The vast majority of the 925 acre parcel is undeveloped, made up of
several Coastal and non -coastal wetlands with areas of high ground. Man-made structures
on the lot consist of a clubhouse, boat sheds, outbuildings, impoundments, rock and
earthen roads, a boat basin, a boat ramp, and hunting blinds. Based on available
information, no archaeological sites are on or near this property. Both adjacent riparian
properties are undeveloped areas made up of coastal and non -Coastal Wetlands.
The proposed project area is a narrow strip of land that is approximately 715' in length
which parallels a non -coastal wetland area which is just south of the clubhouse. In this area
there is a path made up of timber mats which allows access for members from the
clubhouse area to travel to an existing impoundment and the peninsula of the property
adjacent to Piney Island Bay. In 1991, there was a settlement agreement between the Piney
Island Gun Club of Currituck and the North Carolina Division of Coastal Management which
allows for the continuing use of 83 timber mats, 16' in length by 10' wide, provided the
footprint remains constant (see attached settlement agreement). These mats can be seen
from aerial imagery. This agreement does not allow for any additional timber mats but does
allow for maintenance and repair to the existing mats. The elevation of this path is
approximately 3' above NWL.
The location of the proposed work is within Coinjock Bay which connects to the Currituck
Sound, is immediately adjacent to the Intracoastal Waterway (AIM) and is classified as
Joint waters by agreement with the Marine Fisheries Commission and Wildlife Resources
Commission. The Division of Environmental Management's water quality classification for
this area is SC and it is closed to shellfish taking. Water depths within the project site range
from -1' to -2' and average -1.5'. Submerged aquatic vegetation, as per DMF's definition,
was observed near the project area (See attached SAV Survey conducted on 6-1-2022).
Development Proposal
To prevent further erosion and to protect the timber mat path providing access to the
impoundment and the peninsula, the applicant proposes to reconfigure and add to the
height of an existing riprap shoreline. The proposed reconfiguration of the riprap will begin
on the shoreline immediately adjacent to an existing impoundment and travel north following
the shorelines alignment. To begin, the proposed design will start with a 170' long revetment
with a base 12' wide. The revetment will then leave a 5' gap before continuing for an
additional 253'. Please note: this section of the shoreline had a 74' section (near the
proposed gap area) that was not previously hardened. At this point the revetment base
widens from 12' to 16' for 234'. This 16' wide section of riprap will have a crest hight of 4.5'
above NWL and 1.5' above the existing riprap height. The revetment then narrows for the
last 42' back to a base width of 12'
Lastly, the applicant proposes to construct a 15 linear foot riprap sill which has a base 10'

Piney Island Gun Club of Currituck
Field Investigation Report
Page 3
wide positioned 5' waterward of the gap left in the proposed revetment alignment.
Anticipated Impacts
• The re -configuration of the riprap along the proposed alignment will result in the filling
9,324 ft2 of the PTA and EW AEC 699' of the shoreline along the ES AEC.
• The riprap sill will fill 150 ft2 within the PTA and EW AEC.
Submitted by: Robert Corbett
Date: 9/7/2022

Brian Rubino
From: 401 PreFife <401 [e-mail]>
Sent: Wednesday, August 17, 2022 4:55 PM
To: Brian Rubino AN 2 5 202Z
Subject: Automatic reply: [External] Piney Island Hunt Club
..�F
This email confirms receipt of your pre -filing meeting request. Please retain this email for your records and
submit this documentation as part of your 401 application (PCN Application) as required by federal law. DWR
will not be able to accept your application without this federally required documentation. 401 applications
received without documentation that a pre -filing meeting request was submitted at least 30 days prior will be
returned as incomplete.
Responsesto this email are not monitored.
Background
On April 6, 2022, the United States Supreme Court issued an order staying a lower court's vacatur of the
Trump Administration's 2020 "Clean Water Act Section 401 Certification Rule" ("Federal Rule"). As a result of
the United States Supreme Court order, the Trump Administration's Federal Rule has sprung back into effect.
The Trump Administration's Federal Rule imposes additional procedural requirements on applicants for 401
Certifications and on DWR's processing of those applications. One requirement is that 401 applicants must
request a pre -filing meeting request at least 30 days prior to submitting their 401 application. [40 C.F.R.
§121.4] In turn, the Federal Rule requires that applicants include documentation of their pre -filing meeting
request in their 401 Certification application. [40 C.F.R §121.1; 40 C.F.R. §121.5]. Please refer to the Federal
Rule for more information.
Per 40 CFR §121 and §121.5, a 401 Certification application that does not include the required pre -filing
meeting request documentation does not constitute a "certification request." As a result of the reinstatement
of the Trump Administration's Federal Rule, all 401 applications received after April 6, 2022 that do not have
documentation that a pre -filing meeting request was submitted at least 30 days prior to submittal of a 401
Certification application will be returned as incomplete.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of staff contact
list(s).
For Non -Transportation Central Staff:
https://deq,nc,gov/about/divisions/water-resources/water-quality-permitting/401-buffer-permitting/401-
buffer-permitting-contacts
For Non -Transportation Regional
Staff: https://edocs.deq.nc.gov/WaterResources/DocView.aspx?dbid-0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
https://deq.nc.gov/about/divisions/water-resources/water-resources-permits/transportation-
permitting/staff-contacts
z

L:�
SEP 0 6 2022
Piney Island Hunt Club
CAMA Major Permit Narrative
;H
Piney Island Club is a private waterfowl hunt club located in Waterlily, Currituck County, NC.
This is an approximately 925-acre tract that is accessible from SR 1142 (Waterlily Road) and
fronts on Coinjock Bay (Currituck Sound). The shoreline is immediately adjacent to the Atlantic
Intracoastal Waterway (AIWW) which is utilized by vessels of all sizes, including power yachts
that generate large wakes that cause erosion to the shoreline of the Site, including coastal
wetland and upland areas. Sheet 1 of 4 in the CAMA Major Plan Set is an overview of the
entire Site. The property includes large expanses of coastal marsh, waterfowl impoundments,
upland areas (wooded and open), Section 404 non -coastal wetlands, a lodge, boat basin, the
clubhouse, outbuildings, boat storage shed and earthen roads. The most recent CAMA permit
is a CAMA Minor Permit (M22-18) that was for berm and water control structure repair in what is
referred to as their Southern Impoundment that is partially within the 75 ft estuarine AEC. Other
relatively recent CAMA Permits include CAMA General Permits (GPs) for shoreline stabilization
rock work (revetments).
Due to wind generated waves couple with the incessant boat wake from the AIWW, the
shoreline needs to be protected. Much of the existing shoreline has rock rip rap and there are
short timber groins along the shoreline than extends from the north side of the boat basin to the
north (approximately 500 ft). There are also timber mat paths that have been allowed to be
placed in a designated location to access the upland areas on the north side of the tract (along
the shoreline) and another on to the south of the lodge area to the Southern Impoundment.
There was a 1991 legal settlement agreement between NC Division of Coastal Management
(NCDCM) and Club that has allowed these timber mat roads or paths to remain in the estuarine
and coastal wetland AECs. That agreement does not allow additional timber mat roads, but
does allow maintenance and upkeep to ensure access to the northern and southern portions of
the Site along the shoreline.
There is a Section of the southern shoreline that is in immediate need of additional stabilization
for the erosion reasons indicated above and also due to sea level rise (and potentially
subsidence) that has affected the property. Sheet 2 includes existing conditions and Sheet 3
includes the proposed rock enhancement in this area. The reason that this requires a CAMA
Major Permit instead of a CAMA GP is due to the height of rock that is needed in the area
where the timber mats are very close to the Sound (which is also coastal wetlands). The rest of
the rock enhancement is not adjacent to coastal wetlands. The green shaded area is coastal
wetland and the red is Section 404 non -coastal. A GP only allows rock to be 0.5' above the
adjacent coastal wetland substrate and this has proven not to be sufficient due to waves, wake
and high wind tides in general that batter this shoreline. The timber mats frequently become
displaced in this area and there has been coastal wetland loss. The new rock would be in the
same general alignment of the rock that already exists, but the height and width would be
increased. Please refer to the second cross-section on Sheet 4 that depicts what this would
look like. The upper cross-section is what the rest of the proposed rock enhancement work
would look like.
In June, 2022, we performed an SAV and water depth survey by developing transects and
utilizing the Braun-Blaunquet (B-B) method of sampling by estimating coverages. There is no
SAV located in the footprint of the proposed rock. Our CAMA Plans show a line of the first
occurrence of any SAV along this stretch of shoreline. There are no beds of SAV within 10 ft of
the outer edge of the rock and only a few locations had minor SAV (B-B score of 1) within 10 ft

Piney Island Hunt Club
CAMA Major Permit Narrative
of any rock. A B-B score of 1 is less than 5% cover. One of the reasons for low SAV cover
close to shore is the silt -laden water close to shore due to wave/wake erosion. Another reason
is the very shallow depths. These areas are dry during extreme low wind tides events.
DWR Certification
The proposed proponent herby certifies that all information contained herein is true, accurate,
and complete to the best of my knowledge and belief. The project proponent herby requests that
the certifying authority review and take action on this CWA 401 certification request within the
applicable reasonable period of time.
SEP 0 6 2022
-E

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
AUG 2570.
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/
Landowner Information
Business Name
Piney Island Gun Club Of Currituck
Project Name (if applicable)
Piney Island Shoreline Stabilization
Applicant 1: First Name
Warren
MI
Last Name
Watkins
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names I'sted.
Mailing Address
400 Holiday Court, Suite 105
PO Box
City
Warrenton
State
VA
ZIP
20186
Country
USA
Phone No.
252 - 453 2877 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contracfor Information
Business Name
Quible & Associates P.C.
Agent/ Contractor 1: First Name
Brian
MI
Last Name
Rubino
Agent/ Contractor 2: First Name
Troy
MI
Last Name
Murphy
Mailing Address
PO Box
870
City
Kitty Hawk
State
NC
ZIP
27949
Phone No. 1
252 - 491 - 8147 ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
8466 Caratoke Highway Suite 400
City
Powelis Point
State
NC
ZIP
27966 -
Email
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
AUG 252022
3. Project Location
County (can be multiple)
Currituck
Street Address
0 Piney Island Road
State Rd. #
Subdivision Name
City
Coinjock
State
NC
Zip
27923 -
Phone No.
757 - 544 - 0680 ext.
Lot No.(s) (if many, attach additional page with list)
,
a. In which NC river basin is the project located?
Pasquotank
b. Name of body of water nearest to proposed project
Coinjock Bay
c. Is the water body identified in (b) above,
natural or manmade?
d. Name the closest major water body to the proposed project site.
Currituck Sound
02 Natural ['Manmade ■ Unknown
e. Is proposed work within city limits or planning jurisdiction?
®Yes DNo
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Currituck County
4. Site Description
a. Total length of shoreline on the tract (ft.)
+1- 9,080 LF
b. Size of entire tract (sq.ft.)
40,305,969 SF
c. Size of individual lot(s)
40,305,969 SF,
(If many lot sizes, please attach additional page with a list)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
3 ft ❑NHW or ei NWL
e. Vegetation on tract
Wetlands: Phragmites, Juncus roemerianus, Spartina cynosuroides, Schoenoplectus americanus, Cladium jamaicense.
Uplands: maintaned grasses, live oaks, red cedars, and lobloily pines.
f. Man-made features and uses now on tract
The site consists of a hunting lodge, waterfowl impoundments, boat shelters, barns, riprap, bulkheads, boat basins, and
hunting blinds.
g. Identify and describe the existing land uses adjacent to the proposed
project site.
uplands.
Adjacent properties consist of undeveloped wetlands and
h. How does local government zone the tract?
SFM - Single Family Mainland
i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
®Yes DNo DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal?
• Yes No
k. Has a professional archaeological assessment been done for the tract?
If yes, by whom?
If yes, attach a copy. ■Yes No DNA
I. Is the proposed project located in a National Registered Historic District
National Register listed or eligible property?
or does it involve a ■ Yes 0 No • NA
<Form continues on next page>
252-808.2E308 , 1-888.4RC(
ment.kiet

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? t: Yes • No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ['No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On -site septic L C
AUG 2 5
/ k
2U22
o. Describe existing drinking water supply source.
Currituck County municipal water and on -site wells. a
..
p. Describe existing storm water management or treatment systems.
Roadside ditches and swales
5. Activities and Impacts
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.
The site is home to the Piney Island Gun Club of Curirtuck, a hunting club that has been in operation since the 1980's. Daily
uses of the property will continue.
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.
Equipment for this project would include dumptrucks, skidsteers, and excavators, All equipment will be stored on -site.
d. List all development activities you propose.
The proposed project includes capping and expanding the existing rock revetment and marsh protection sill. The new
sill/revetment would enhance the shoreline protection to better portect the marsh, berm, and road. The new sill cap would be
714 LF and 12 ft to 16 ft wide. See attached CAMA Plan for details.
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? 0 • 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.
i. Will wastewater or stormwater be discharged into a wetland? ['Yes ®No DNA
If yes, will this discharged water be of the same salinity as the receiving water? ['Yes IN No • NA
j. Is there any mitigation proposed? ❑Yes CO No • NA
If yes, attach a mitigation proposal.
<Form continues on back>
tti-t50€;-2f 0f:s

Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? if previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified 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 Mildred T auidley Trustees Phone No.
Address 5067 Caratoke Highway, Coinjock, NC 27923
Name Island Haven, Inc Phone No.
Address PO Box 100, Currituck, NC 27929
Name
Address
Phone No.
. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
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.
7. Certification and Permission to Enter on Land
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 g,\zZj 2c> zZ Print Name 6e,R . o A5 +n� — Go;..11Le m-10 C .
Signature (144t---
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
LIDCM MP-5 Bridges and Culverts
2 52-908-2808 1-888.4RE
arr ;,. ;.:,r ent.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
SEP D 6 2D22
-E.
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.
Access
Channel
(NLW or
NWL)
Canal
Boat Basin
Boat Ramp
Rack Groin
Rock
Breakwater
Other
(excluding
shoreline
stabilization)
Length
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
NA
NA
1. EXCAVATION
®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
b. Type of material to be excavated.
c. (I) Does the area to be excavated Include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(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 OSAV ❑SB
O WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No DNA
(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.
❑CW ❑SAV ❑SB
OWL ONone
(II) Describe the purpose of disposal in these areas:
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No DNA
(ii) If yes, where?
L (i) Does the disposal include any area in the water?
['Yes ❑No DNA
(ii) If yes, how much water area is affected?

3. SHORELINE STABILIZATION ❑ This section not applicable
(lf development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization:
❑Bulkhead Riprap ZBreakwater/Sill Daher:
c. Average distance waterward of NHW or NWL: Revetment 1311,
Sill: 25 ft
e. Type of stabilization material:
concrete and rock riprap
b.
d.
f.
g. Number of square feet of fill to be placed below water level. h.
Riprap 9708, SF over existing riprap
Other ___k_9, 3 2k S F
�(rfy 2—
Bulkhead backfill
Breakwater/Sill 150 SF
Source of fill material.
Recycled concrete and quarry rock
Length: Total: 714 ft (Revetment: 699 ft, Sill: 15 ft) ¢[>G 9l
Width: Revetment: 465 ft 61 12 ft wide, 234 ft 016 ft: Sill: 15 ft
@ 10 ft wide
Maximum distance waterward of NHW or NWL: Revetment: 16 ft,
Sill: 25 ft
(i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
The area where a 16 ft wide revetment is prosed has erosded
approximately 2 ft over the last year based on visual in -person
observations and aerial photographs.
Type of fill material.
Nfa
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
®This section not applicable
a. (i) Will fill material be brought to the site? ❑Yes ❑No ONA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) f urpose of fill
b.
(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
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a.
How will excavated or fill material be kept on site and erosion
controlled?
No excavation or fill is proposed. Any wetland crossing will involve
the use of timber mats.
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Dump trucks, skit steers, excavators
c. (i) Will navigational aids be required as a result of the project? d.
DYes ❑No ®NA
(ii) If yes, explain what type and how they will be implemented.
(i) Will wetlands be crossed in transporting equipment to project
site? ®Yes ❑No DNA
(ii) If yes. explain steps that will be taken to avoid or minimize
environmental impacts.
Logging mats will be used to cross wetlands
SEP 0 6

Date
Flvva' 15 c'- Silorl,,n4E 51tcsb1%zcaoir‘
Project Name
Wgtt¢r1 VV4A-K�w1s.
A_
Applicant Signature
Iicant Name 5C%O11�a+
SEP 0 6 202Z

BOOK 889PAGE 552
�. • `11.Ai R TAX AMQUNT
OATLLECTOR _aU-, r ooi 4
t:LU
Tax ColltCert' scat' u n That No Relinquent Taxes
Are Due : Certification
expires Jan. 60, . je ear following certification date.
Ht)RTH CAR^' !i',', ?'?'SE STAMP'S
I.TTACHED l;; i Cr,:i E0 65- CO
NORTII CAROt'i
CURFUTUCK COUNTY
IN
AM
III11
IUII
111IIIII IJ II! in
IIiI 1111 I�
Doc ID: 001033240005 Type: CRP
Recorded: 08/16/2005 at 11:03:33 A11
Fee Amt: $1,013.00 Page r of 5
Excise Tax: $165.00
Currituck County, NC
Charlene V Dowdy Register of Deeds
HK889 P0552-556
PREPARED BY: WILLIAM H. MORGAN, JR.
THIS TIMBER. fJ D, made and entered into this the 1 _day of ut,141
2005, by and between PINT d'LAND GUN CLUB, a North Carolina Corporation, Party
`t\
of the First Part: and H.S. VOFLER & SONS LUMBER CO., a North Carolina
Corporation, of P.O. Box 130, SunBdry, NC 27979, Party of the Second Part;
�ITNESSETH:
That the said Party of the First f� t4 for and in consideration of the stun of TEN
DOLLARS ($10.00), and other good and v able consideration to it in hand paid, the
receipt of which is hereby acknowledged, has bined and sold and by these presents does
bargain, sell and convey unto the said Party of the Cecond Part. its successors and assigns,
all merchantable timber of whatever size, shape or dimension, subject to the hereinafter
stated conditions, lying or standing upon that certain trl of land situate in Currituck
County, North Carolina, and being more particularly describedSfollows:
That certain tract of land shown and delineated on that cerin sketch entitled
in part "PINEY ISLAND GUN CLUB TRACT", whit tOsaid sketch is
attached hereto and is incorporated herein by reference. The a delineated
as "Sale Area" on the attached sketch is the area within which a chantable
timber is hereby conveyed.
But this conveyance is made subject to and together with the fol1owyg conditions,
restrictions, and exceptions:
1. The Party of the Second Part, its agents, licensees and assigns, is hereanted
the full term of thirty-six (36) months from the date of the last Nobly Putslic's
acknowledgement appealing hereon during which to cut and remove the said timber from
the subject tract. All timber not cut and removed from the tract on or before the expiration
AUG 2 3 2022

BOOK 889P46E 553
of the thirty-six (36) month cutting period, shall remain the property of the Party of the First
0 Part, its successors and assigns.
2. The timber sold hereby is to be cut commercial clearcut, with the exception of all
cola c trees, which are reserved by the Party of the First Part. Should an oak tree be damaged
durciphe logging process to a degree that mortality of the tree is in question, that tree
should b,ut and removed, but every effort should be made to avoid damaging the oak trees
located ore e tract. The Party of the Second Parties is encouraged to cut the timber as
thoroughly a4cleanly as possible, and the Party of the Second Part has the minimal
responsibility of� ng all trees (with the exception of oak trees) which measure 8 inches
d.b.h. or larger and which have 15 feet or more of usable length.
3. No red-painteroperty line or cutting boundary trees or pink -flagged trees are to
be cut, and no tops, slasl% other logging debris shall be left within any fields, across
property boundary lines, wit ny ditches, ponds or management waterways within or
adjoining the subject front tract(r across any cutting boundary lines. No decking or
skidding will be allowed within anareas, ponds or marsh areas within or adjoining
the subject tract.
4. Access to the timber will be frc Piney Island Road (NCSR 1145), and along
the excellent maintained road system of the Ut( Club. The Gun Club's road system must
be kept in a good condition at all times, and shat of be blocked by trucks or equipment
during the logging operation. The road system must be maintained in a smooth and unrutted
condition, free of all mats, boards, and the like, and saroad system must be left in a
condition which is equal to or better than its condition pro the commencement of the
logging operation. Following the completion of the logging ope $lion, the tract must be left
in a good condition with all trash, cans, tires, and other debris to bOe.noved from the tract
prior to the completion of the logging operation.
5. The Party of the Second Part, its agents, licensees, and assigns, e311 abide by the
Best Management Practice Guidelines concerning water quality, as outlin
the North
Carolina Forest Service. Further, the Party of the Second Part, its agents, li1sees and
assigns, shall comply with all pertinent statutes of the State of North Carolina, as" ) as
with all State regulations and with all Federal statutes and regulations.
M62.52021

BOOK 889PAGE 554
6* 6. The Party of the Second Part shall contact Frazier Consulting Foresters, PC a
�c) minimum of twenty-four hours prior to the commencement of any logging operation.
r 7. By its acceptance of this Timber Deed. the Party of the Second Part agrees to
iernnify and hold harmless the Party of the First Part from and against any claims, losses,
date or expense to the Party of the First Part resulting from the actions or omissions of
the Parte the Second Part or its agents, assigns, or employees associated with the logging
of the tra? Further, the Party of the Second Part agrees to buy and maintain adequate
workman'sllcpensation and general liability insurance coverage.
TO HA r AND TO HOLD the said timber, lying or standing upon the lands
described herein, subject to the hereinabove stated conditions, together with all rights and
privileges hereinabove se�rout, to the Party of the Second Part, its successors and assigns, in
fee simple forever.
And the said Party of (First Part does covenant to and with the said Party of the
Second Part that it is seized of sci l timber and fee simple and has the right to convey the
sane, that said timber is free and of all encumbrances and that it will warrant and
defend the title herein conveyed against thr� awful claims of all persons whomsoever.
IN WITNESS WHEREOF, the Par(lithe First Part has caused this instrument to
be executed by its president, all by authority diven.
PINEY ISLAND GUN CLUB
DON B
(SEAL)
UCK, PRESIDENT
�
'
' {1 .. rt..i t
0
Q), AUG 25
2022
k_ 4+

BOOK 889PAGE 555
Q STATE OF NORTH CAROLINA
OUNTY OF 1 VQ.1Th
CP,c), a Notary Public in and for Jh_ County, state of North
Carolina, flue hereby certify that DON $ULLUCK personally came before me this day
and acknjledged that he is the President of PINEY ISLAND GUN CLUB, a North
Carolina C oration, and that by authority duly given and as the act of said corporation,
he signed the Oegoing instrument in its behalf as its act and deed.
Witness hand and official seal this arday of -qt� I`)
(Notary Seal)
I ;i7
My Commission Expires; U ") 2.p
otary Public
TIC forego' g Certificate(s) of
0
, 2005.
A116 Z 5 NU
A 113 ki V V d 00ft of Nc sh
islare certified to be correct. This instrument and this certificate are duleegistered at the date and time
and in the Book and Page shown on the first page hereof. 0
s;urrituck County Re•aster of De
5
By: Deputy!
egister of Deeds
0

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Piney Island Hunt Club Tract a"
Currltuck County, NC �P
"Timber Sale Sketch Map"
0 * This map is not a
certified survey and has
not been reviewed by a
Ooca3. government agency
€Air compliance with any
applicable land
dev5opnent regulations *
AUG Z 5 20az
March 31, 2005
Scale: 1" = 10 Chains
Approximately 58 Acres
Map Prepared by: John H. Kight, II, RCF, ACF
Frazier Consulting Foresters, PC
0

MAJOR PERMIT FEE MATRIX
Applicant: Pimey Island Gun Club of Currituck
Selection
Development Type
Fee
DCM %
(14300 1601 435100093 1625 6253)
DWQ %
(24300 1602 435100095 2341)
I. Private, non-commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
$250
100% ($250)
0% ($0)
II. Public or commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
$400
100% ($400)
0% ($0)
Major Modification to a
CAMA Major permit
$250
100% ($250)
0% ($0)
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if
General Water Quality
Certification No. 4097 (See
attached) can be applied:
$250
100% ($250)
0% ($0)
III(B). Public or commercial
development, if General
Water Quality Certification
No. 4097 (See attached)
can be applied:
$400
100% ($400)
0% ($0)
III(C). !f General Water
Quality Certification No.
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
$400
60% ($240)
40% ($160)
III(D). If General Water
Quality Certification No.
4097 (see attached) cannot
be applied:
$400
60% ($240)
40% ($160)
@
IV. For development that
involves the filling and/or
excavation of more than
one acre of wetlands and/or
open water areas:
$475
60% ($285)
40% ($190)

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as required by
NCGS 113A-119(b) that application for a development permit in an AEC as designated
under the CAMA was received on 09/07/22. The Piney Island Gun Club of Currituck
proposes to reconfigure and add height to the existing low profile riprap shoreline and
construct a small riprap sill located at Parcel ID #006900000540000 Piney Island Road,
Coinjock in Currituck County.
A copy of the entire application may be reviewed at the office of the Division of Coastal
Management, located at 401 S Griffin St, Ste 300, Elizabeth City, NC, 252-264-3901
during normal business hours. Comments mailed to Braxton Davis, Director, DCM, 400
Commerce Avenue, Morehead City, NC 28557, prior to 10/01/22, will be considered in
making the permit decision. Later comments will be considered up to the time of permit
decision. Project modification may occur based on review & comment by the public, state
& federal agencies. Notice of the permit decision in this matter will be provided upon
written request.
PLEASE PUBLISH ON: Sunday, September 11, 2022
D_EQ�rxxcn� c�wamcn
andmwn or raw owoq
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27909
252.264.3901

Page 2
Page 1
Piney island Gun Club
SAV Transect Points
June lst, 2022
AUG 252o2.2
Point #
Latitude
Longitude
Elevation
SAV Coverage*''
'' ,kAV Species
45
36.38193427
-75.94874683
-1.72
3
Ruppia maritima
46
36.38193341
-75.94871892
-1.56
2
Ruppia maritima
47
36.38193301
-75.94869816
-1.60
1
Ruppia maritima
48
36.38192874
-75.94867578
-1.44
0
None
49
36.38192755
-75.94865972
-0.35
0
None
50
36.38201392
-75.94861295
-0.80
0
None
51
36.38201874
-75.94863054
-1.43
0
None
52
36.38202522
-75.94865852
-1.76
0
None
53
36.38203046
-75.94866858
-1.64
1
Ruppia maritima
54
36.38203806
-75.94869687
-1.55
3
Ruppia maritima
55
36.3820487
-75.94874212
-1.78
2
Ruppia maritima
56
36.38205086
-75.94878206
-1.74
2
Ruppia maritima
57
36.38213524
-75.94876255
-2.18
3
Vallisneria americana
58
36.38213779
-75.94872601
-1.87
2
Vallisneria americana
59
36.38213891
-75.94868675
-1.40
2
Vallisneria/Ruppia
60
36.38213995
-75.94864462
-1.44
1
Vallisneria/Ruppia
61
36.38213755
-75.9486156
-1.31
1
Ruppia maritima
62
36.38213645
-75.94859657
-1.12
0
None
63
36.38214059
-75.9485757
-0.72
0
None
64
36.38228371
-75.94857529
-0.35
0
None
65
36.38227789
-75.94860697
-1.12
0
None
66
36.38227875
-75.94863222
-1.35
0
None
67
36.38227689
-75.9486567
-1.51
1
None
68
36.38227712
-75.94870651
-1.54
1
Ruppia maritima
69
36.38227899
-75.94875591
-1.72
3
Ruppia maritima
70
36.38240685
-75.9487724
-1.79
3
Vallisneria/Ruppia
71
36.382424
-75.94872924
-1.56
1
Ruppia maritima
72
36.3824322
-75.94870482
-1.49
1
Ruppia maritima
73
36.38244281
-75.94867506
-1.33
0
None
74
36.38245247
-75.94865169
-0.99
0
None
75
36.38258
-75.94867358
-0.67
0
None
76
36.382577
-75.94870684
-1.33
0
None
77
36.38257422
-75.94873518
-1.30
0
None
78
36.38256827
-75.94876174
-1.47
1
Ruppia maritima
79
36.38256396
-75.94880353
-1.58
2
Ruppia maritima
80
36.38264438
-75.94882231
-1.52
2
Ruppia maritima
81
36.38265066
-75.94878702
-1.23
1
Ruppia maritima
82
36.38265542
-75.94875605
-1.17
0
None
83
36.38265946
-75.94873576
-1.04
0
None
1. * SAV coverages shown per the Braun-Blanquet scoring method
2. Elevations are relative to NAVD88
3. Cells in yellow note a presence of SAV
4. No SAV encountered in the footprint of any exisitng or proposed rock areas
Piney Island Gun Club
SAV Transect Points
June 1st, 2022
AUG 252022
Point #
Latitude
Longitude
Elevation
SAV pyertige i0"
r SAV Species
1
36.38081939
-75.9489492
-0.96,0."
None
2
36.38082576
-75.9489874
-1.05
0
None
3
36.38082793
-75.94901945
-1.42
0
None
4
36.38082841
-75.9490617
-1.87
0
None
5
36.3809122
-75.94900602
-1.41
3
Ruppia maritima
6
36.38090425
-75.94896513
-1.56
3
Ruppia maritima
7
36.38089865
-75.94894362
-1.58
1
Ruppia maritima
8
36.38088717
-75.94891058
-1.22
0
None
9
36.38088007
-75.94889515
-0.72
0
None
10
36.38099927
-75.948812
-0.59
0
None
11
36.3810063
-75.94883902
-1.34
0
None
12
36.38101366
-75.94885902
-1.28
2
Ruppia maritima
13
36.38102977
-75.94888419
-1.30
2
Ruppia maritima
14
36.38104462
-75.94892871
-1.41
4
Ruppia maritima
15
36.38114948
-75.94890198
-1.39
3
Ruppia maritima
16
36.38115631
-75.94885409
-1.27
2
Ruppia maritima
17
36.38115028
-75.94881576
-1.25
1
Ruppia maritima
18
36.38114861
-75.94879724
-1.33
0.5
Ruppia maritima
19
36.38114256
-75.94877312
-1.01
0
None
20
36.38128426
-75.94884574
-1.42
2
Ruppia maritima
21
36.38128811
-75.94880534
-1.23
1
Ruppia maritima
22
36.38128875
-75.94877168
-1.35
0
None
23
36.38129596
-75.948737
-1.05
0
None
24
36.38130057
-75.94871456
-0.75
0
None
25
36.38143337
-75.94877529
-1.27
0
None
26
36.38143554
-75.9487938
-1.41
2
Ruppia maritima
27
36.38143901
-75.94882568
-1.51
3
Ruppia maritima
28
36.38144353
-75.94887256
-1.65
3
Ruppia maritima
29
36.38157359
-75.94883144
-1.81
2
Ruppia maritima
30
36.38156995
-75.94880161
-1.54
2
Ruppia maritima
31
36.38156329
-75.94876599
-1.46
1
Ruppia maritima
32
36.38155684
-75.94874299
-1.32
0
None
33
36.38155135
-75.94872651
-0.72
0
None
34
36.38166406
-75.94867509
-1.05
0
None
35
36.38166564
-75.94870137
-1.56
0
None
36
36.3816693
-75.9487246
-1.61
1
Ruppia maritima
37
36.38167689
-75.94876376
-1.69
3
Ruppia maritima
38
36.38168177
-75.94881895
-1.99
3
Ruppia maritima
39
36.38178959
-75.94869678
-0.26
0
None
40
36.38179893
-75.94872013
-1.40
0
None
41
36.38180105
-75.94873598
-1.61
1
Ruppia maritima
42
36.38180531
-75.94876708
-1.72
2
Ruppia maritima
43
36.38180668
-75.94880274
-1.80
2
Ruppia maritima
44
36.3819361
-75.9487784
-1.86
3
Ruppia maritima

NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT 1S SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIRE do ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPOC =a c�.;.
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
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SHORELINE (MALJ
06/01/2022
14
CO/NJX-K BAT'
(CLRR1 nCK 500421
OBSERVED
EDGE OF
5AV
x28
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`22 x25 . ,31 „37
hYi' ir }r, .e'. 2
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EXISTING
SECTION 404
WETLANDS
ANDS
e EX1577105
COASTAL WETLANDS
EXI5TIN6
RIP RAP
REVETMENT
,156
x55
5NORELINE O J
06/01/2022
x57 .69
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APPROVED
ROOAD/MAAL'/HA
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BASED UPON
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ns
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PRELIMINARY
FOR CAMA
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20'7\P'7032\Dra
NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND fS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
•
y
*PARCEL & AERIAL DATA SHOWN,
BASED ON COUNTY GIS DATA.
COIN I K BAY
(GUkR17LGK 50LIND)
NIF
PINEY ISL M7 6LW GLOB
OF CLRRI7LCK
PIN 841417-q4-oI78
P1D 006,10 54000O
CEDAR ISLAND BAY
(CLRRI7U:K/ND)
PIN ggo7-52-2740
FID 008000006,3„10000
w-•-•-••••
IJ/F
PINEY ISLAN. 6UN CLUB
OF GURRITUCK
PIN 8gg7-q4-0178
PID 006g0 .
COINiXK HAY
(CURRIROK 5CUND,1
PROJECT AREA
NF
MILDRED T GXJIDL1 Y
TRUSTrrS
PIN 1gU6-Iq-326D
MD 008100000160000
PRELIMINARY
FOR CAMA
PERMITTING
ONLY
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C:\2017\P17032\0rowings\P17032—RASE—CAMA.dwg 9/2/2022 11:12 AM Tmurphy
NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR COIJSTRUCTION`
RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN :ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED :SURVE '
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMEN
BY. ANY REGULATORY AGENCY, ENTITY OR AU'IHoRITY,
QUIBLE 84 ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND fS.:NOT .RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMAT1OK
SHORELINE NHL)
06/01/2022
�'• ._.'ram,.
EXISTING
SECTION 404
1NETLANDS
Xd41'
EXIST-NG
COASTAL YEI-LANDS
EXISTING
RIP RAP
t ENT
APPROVED
ROAD/MATTING
BASED UPON
1991 SETTLEMENT
AGREEMENT
X-r.72'
NC License#: C-0208
SINCE 1959
90 Church
PRELIMINARY
FOR CAMA
PERMITTING
ONLY
CURRITUCK COUNTY
NORTH CAROLINA
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0:\7017\P17C32\Drawinas\P17032—BASE—CAMA.dwq 9/2/2022 11:12 AM Tmurphy
NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES — THIS : DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY,
ALL INFORMATION SHOWN ON THIS DOCUMENT IS • SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES. NOT . GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION . OR ANY LOSSES OR DAMAGES RESULT INCI FROM THE
USE OF THIS INFORMATION:
PROPOSED
170 LF BY
12 FT WIDE
RIP RAP
REVETMENT
OVER EXISTING
PROPOSED
5 FT WIDE
GAP
EXISTING
SECTION 404
YYETLANDS
PROPOSED
15 LF BY
10 FT WIDE
RIP RAP
GAP PROTECTION
SILL
PROPOSED
74 LF BY
12 FT WIDE
NEW RIP RAP
REVETMENT
CON.A9CKBAY
la RRITLCK 5C(9,49I
O65ERYED
BDI5E Of-
5AV
PROPOSED
179 LF BY
12 FT WIDE
RIP RAP
REVETMENT
OVER EXSITING
EXISTING
COASTAL NETLANDS
SEP € P 200
PROPOSED
234 LF BY
16 FT WIDE
RIP RAP
REVETMENT PROPOSED
OVER EXISTING 42 LF BY
12 FT WIDE
RIP RAP
REVETMENT
EXISTING OVER EXISTING
RIP RAP
ROAD/MATTING
EASED UPON
1441 SETTLEMENT
AGREEMENT
Xaer'
X-1.40b
x�44'
X-131'
X-1.I.2'
X-135'
NC License#: C-0205
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NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT fS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
PROPOSED 15 FT BY
10FT WIDE BASE
ROCK/CONCRETE SILL
GAP PROTECTION
4ffi iPZI
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ENCAPSULATE
EXISTING ROCK
REVETMENT
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12.0'
PROPOSED 12 FT
HIDE BASE
ROCK/CONCRETE
REVETMENT
TO ENCAPSULATE
EXISTING ROCK
REVETMENT
EXISTING SOIL
ROAD
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ROCK SILL/REVETMENT FOR UPLAND PROTECTION
N. T.S
RECEIVED
SEP 0 7 2022
DCM EC
EX15T/N5 L04561A45
MATS PER 1441
5BI E✓ ENT
ACREEMENT
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EXISTING REVETMENT CAP CROSS SECTION
N.T.S
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