20201676 Ver 1_CAMA Application_20201026

/t Si-TE qi'
4(Iii'''''—'' ... ' ',
tt
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
BRAXTON C.DAVIS
Director
October 26, 2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregq.bodnarncdenr.gov
SUBJECT: CAMA/Dredge &Fill Application Review
Applicant: Hadley F. Twiddy
Project Location: 1170 Persimmon Street, Corolla in Currituck County
Proposed Project: Docking Facility, Shoreline Stabilization
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by November 16, 2020. 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
D_E Q
NORM CAROIJNA
Department of Enetronmenlal Duallry
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 140I South Griffin Street,Suite 300 I Elizabeth City,North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Hadley Twiddy
2. LOCATION OF PROJECT SITE: 1170 Persimmons Street, Corolla, Currituck County,
adjacent to unnamed tributaries connecting to Raccoon Bay of the Currituck Sound.
Latitude: 36°22'45.51"N Longitude: -75°50'l3.29"W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 3/14/2020
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received Complete — 10/19/2020
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Currituck County
Land Classification from LUP - Conservation Area
(B) AEC(s) Involved: Coastal Wetlands (CW), Estuarine Waters (EW), Public Trust
Area (PTA), and Estuarine Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Septic
Planned — None
(F) Type of Structures: Existing — Gravel Driveway, Pier,
Platform, and a single family dwelling
with a pool and 2 sheds.
Planned - Boat Ramp, Gravel Access Driveway,
Riprap, Walkway over wetlands, 4 Piers,
2 Platforms, and 5 tie-piles designating 2
Wet Slips.
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: (Area ft2)
Filled Shaded
(A) ES AEC 176 ft2 (Boat Ramp)
764 ft2 (Wetland Riprap of which
200 ft2 is within CW)
472 ft2 (Gravel Access)
668 ft2 (Gravel Access
Outside ES AEC)
(B) Shallow Bottom EW and PTA AEC 176 ft2 (Boat Ramp)
2,292 (Wetland Riprap)
(C) Open Water EW and PTA AEC 866 ft2 (Piers and Platforms)
(C) Total Area Disturbed: 5,414 ft2
(D) Primary Nursery Area: No
(E) Water Classification: SC Open to Shellfishing: No

Hadley Twiddy
Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to construct a boat ramp and gravel
access driveway within areas of 404 wetlands, construct 4 piers, 2 platforms, a
walkway over wetlands, place riprap along the shoreline waterward of delineated
Coastal and 404 wetlands, and install 5 piles designating 2 wet-slips.
Project Setting
The property is located at the western end of Persimmons Street and is ± 2,305,195 ft2
(52.92 acres) in size, mostly made up of islands vegetated by coastal wetlands within
Raccoon bay, and has an elevation approximately 2' above NWL. The property contains an
unhardened shoreline with a single family dwelling, a pool, 2 sheds, and a walkway through
wetlands connecting to a pier with a platform. According to the USDA's Natural Resources
Conservation Service's Web Soil Survey, the soil on the property is made up of Duckston
fine sand and Currituck mucky peat. Based on available information, no archaeological sites
are on or near this property. Vegetation includes 404-wetlands, coastal wetlands, yard
grasses, and trees.
The adjacent riparian properties to the north and south are unhardened marshes made up
of primarily coastal wetlands. The location of the proposed work is within the natural
tributaries of Raccoon Bay, which connects to the Currituck Sound, 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 -2' to -3.25 and average -2.5'. Submerged aquatic vegetation, as per DMF's definition,
was only observed on the southern side of the property (see project narrative for SAV
survey results).
Development Proposal
The applicant proposes to construct a 382' x 8' riprap revetment located on the north side of
the property along the shoreline immediately adjacent to USACE jurisdictional 404
wetlands. The sill will be located a maximum distance of 6' waterward of normal water level
(nwl) and 2' landward of nwl within the shoreline area containing coastal and 404 wetlands.
The revetment will have a maximum height of 12" above the adjacent wetland substrate.
The wetland sill will be constructed in 2 sections allowing for the installation of a 32' x 8'
boat ramp. This boat ramp will be constructed 130' from the east end of the revetment. The
boat ramp was positioned at this location to limit the amount of 404 wetland fill. The boat
ramp will be constructed out of hog slats and gravel and will have a slope of 8 to 1. The
boat ramp will be lined by 1 .5' wide rip rap along the entire length. Combined the revetment
and the boat ramp will fill approximately 100' liner feet of a Coastal Wetland fringe and 484
ft2 of delineated 404 wetlands. In conjunction with the boat ramp, the applicant proposes to
construct a gravel access driveway connecting the boat ramp to an existing gravel driveway.
The access driveway will be 125' long and 8' wide. The gravel access will flair out to a width
of 28' over the distance of 14' on the southern side to connect to the existing gravel
driveway. The proposed access driveway will result in the filling of ±504 ft2 of delineated

Hadley Twiddy
Field Investigation Report
Page
404-wetlands.
Immediately adjacent to the boat ramp, on each side the applicant proposes to construct 2
identical 30' x 4' piers. These piers will parallel the boat ramp and will extend 16' out over
water and 14' over 404 wetlands. 63' west of the boat ramp the applicant proposes to
construct a 16' x 4' pier extending 9' over water and 7' over 404 wetlands. Immediately
adjacent to this pier the applicant proposes to install 2 tie -piles designating 1 formalized wet
slip. The water depth in this location is-2.25'. No SAV was observed in this area.
Lastly, on the south side of the property, the applicant proposes to replace the existing
walkway with a new 204' x 6' walkway elevated 3' above the wetland substrate. This
walkway will connect to a new 51' x 6' pier with a L shape 20' x 10' platform and a 212 ft2
wrap around L shape lower platform. At the southern end of the platform the applicant
proposes to install 3 tie -piles designating 1 formalized wet slip. The water depth in this
location is -2.25. Dense rooted SAV, primarily dominated by Eurasian Milfoil (M. spicatum)
with patches of Widgeon Grass (R. martima), was observed in this location.
Anticipated Impacts
• The construction of the boat ramp will fill 176 ft2 of shallow bottom within the EW and PTA AEC.
• The boat ramp will fill 176 ftZ of 404 wetlands along a 11' wide portion within the ES AEC.
• In total the construction of the gravel access way will result 1140 ft2 of fill. Of this 472 ft2 of fill will
be placed in the ES AEC.
• In total the access driveway will result in the filling of ± 504 ftz of 404-wetlands.
• Combined the piers and platforms will result in the shading of 866 ft2within the EW and PTA AEC.
• The riprap revetment will result in the filling 2,292 ft2 of shallow bottom located within the EW and
PTA AEC, as well as 200 ft2 of CW and 564 ft2 of 404 wetlands within the ES AEC.
Submitted by: Robert Corbett
Date: 10/22/2020

CAMA Major Narrative- Lighthouse Hunt Club Property Updated 10/12/2020
1170 Persimmon St., Currituck County, NC
Existing Conditions
The Project Site is an approximately 53-acre parcel owned by Ms. Hadley Twiddy and located at
1170 Persimmon St. in Corolla, Currituck County, NC. The Site is waterfront, located on
unnamed tributaries of the Currituck Sound on three sides. The vast majority of the total
property is comprised of marshlands. The main (upland) portion of the property contains a
residential home (former Lighthouse Hunt Club). There are 404 non-coastal wetlands as well as
coastal wetlands surrounding the homesite. To the north of the home, there are 404 non-
coastal wetlands that were delineated by Quible and field approved by US Army Corps of
Engineers (USACE) in July 2020; see attached PJD map. The coastal wetlands were similarly
delineated and approved by NC Division of Coastal Management (NCDCM) in May 2020. The
full property (see green shaded area on Sheet 1) includes marsh islands and submerged lands.
A full boundary survey of the property was performed in 2019.
A virtual interagency scoping meeting was held on 8/19/2020 to discuss the project. Based on
feedback from the meeting, the proposed scope has since been modified to address agency
concerns associated with shoreline stabilization and the boat ramp (discussed below).
Proposed Work
South Side Pier System:
On the south side of the homesite, there is an existing pile-supported pier/dock/boardwalk that
is proposed to be replaced in the same general configuration, but is planned to extend an
additional +/-25 ft with a platform and slip at the end. This will be an elevated pile-supported
structure and the width of the pier will not exceed 6 ft wide.
Ramp:
On the north side of the home in the pond/basin, the owner proposes to construct a boat ramp
for small motorboats and for paddle craft. This ramp would involve grading and stabilization
with gravel as well as slotted concrete panels (2 rows of 2 ft wide panels for trailer wheels to
ride on) that will be anchored and stabilized with additional gravel and rip rap (along sides).
Access to the ramp will include a gravel drive and would require 660 sq ft (0.02 ac.) of Section
404 impacts for placement of gravel to provide a reliable drive surface.
The proposed ramp is a residential style ramp for launching and retrieving small vessels. This
is completely within a private property, including the basin. Current and past owners have and
continue to use this basin and connecting waters for private boat usage. The size of the ramp is
well under the maximum dimensions set forth in the CAMA GP rules per 15A NCAC 07H .1300.
The reason for needing a CAMA Major Permit for this particular ramp has to do with the minor
Section 404 impacts needed provide a gravel driveway to the edge of the basin. Based on the
discussion during our scoping meeting, the location of this ramp has shifted to the west from
what was previously proposed to further minimize 404 impacts, while utilizing a section of
shoreline that will still allow minimal grading to create a ramp (see attached photo of the
currently proposed ramp location). As discussed during this meeting, this site was a former
hunt club, and small waterfowl hunting boats launched from the earthen ramp area indicated on
the CAMA Plan, and likely launched from other areas along the boat basin. There were not any
formal ramps constructed to the owner's knowledge, only earthen areas that had been sloped to
Received
UGl 1 ) 27.1
DCM-F1

CAMA Major Narrative- Lighthouse Hunt Club Property Updated 10/12/2020
1170 Persimmon St., Currituck County, NC
the basin. The selected ramp location is a natural saddle and will not require extensive
excavation/earth work to create a ramp (current photo referenced above).
After our scoping meeting, it was explained to Ms. Twiddy that it would be helpful to obtain
additional information related to the historical and continued use of the subject property to
launch small boats and to safely operate. Based on this, Ms. Twiddy requested statements
from two of her neighbors with long histories of this specific use, the waterways, former hunt
club and current conditions, to provide statements of anecdotal evidence. Please see attached
letters that we would like to include in the CMA Major application package.
While this property was an active hunt club, there were no other ramps in the nearby vicinity.
Today, the boat ramp at the Whalehead Club exists as a public ramp, but the water depth at
that ramp has been at least 1 ft shallower than this subject location. There is no dredging or
widening of the water body proposed in association with this small vessel ramp. The owner
operates a small outboard center console boat with power trim that draws a minimum amount of
water, and a jon boat along with an assortment of paddle craft. These are the type of boats that
local residents with water experience use in Corolla. The total proposed length of this ramp has
been minimized to the extent practical to further restrict the size of boats/trailers able to utilize
the ramp. This ramp will not be made available to the public and is for private/residential use.
Another ramp adjustment from the scoping meeting is the length of the ramp staging pier that
has been reduced to 13.75 ft long to observe the quarter width rule. Please also note that we
added a staging pier on the opposite side of the ramp as well. In all likelihood, only one of the
staging piers will be constructed, but we are unsure at this time which pier is more important.
Shoreline Stabilization:
The shoreline of this pond/basin has had noticeable erosion over time. This is not a high energy
water body, but bank collapse is evident along with nutria and/or muskrat tunnels that are
causing erosion. Based on agency concerns during our scoping meeting, we are requesting rip-
rap stabilization in-lieu of the low bulkhead that was initially proposed. Please see attached
plan.
North Side Boat Slip:
Previously proposed (going into our scoping meeting) was a platform and side-to slip. Due to
the rock now proposed, that slip has also been adjusted to keep the slip off of the rip rap. This
includes a 16 ft x 4 ft pier and two stand-alone mooring piles.
Water Depth and SAV Survey
On Wednesday, May 6'h, qualified environmental scientist along with a surveyor from Quible
performed a water depth and SAV survey of the Project Areas at the Site. Water depths
collected (relative to NWL) are plotted on Sheet 3.
North Side:
Shoreline parallel transects were walked from the shoreline out past the waterward limits of the
proposed bulkhead and ramp. Brian Rubino walked this area to review bottom conditions and
to take shallow cores with a hand auger to look for rhizomes (visibility less than 2 ft), and walked
transects with a steel rake to further sample the bottom. The substrate o.,tbe nearshore area
was predominately a sand and several feet from the edge of the shoreline was dominantly soft
organic silt with some clay. There was no rooted SAV or assKiated rhizomes found within this
ecec ,c
2
t..Nur
DCM .EC

CAMA Major Narrative- Lighthouse Hunt Club Property Updated 10/12/2020
1170 Persimmon St., Currituck County, NC
area. This is not mapped as a potential SAV area by NCDMF (see accompanying ArcGIS
exhibit from NConemap) and there has been no evidence suggesting SAV has grown in this
area in the recent past.
South Side:
The entire zone in the existing pier footprint and adjacent waters (covering the complete extent
of the proposed new pier, platform and adjacent waters) was evaluated for SAV growth and
habitat. This area is SAV habitat and was found to be dominated by Eurasian Milfoil (M.
spicatum) with minor amounts of Widgeon Grass (R. maritima). SAV in the existing pier
footprint is best described as "patchy" in water depths greater than approximately 1.5 feet.
There are consistent beds of Milfoil in the shallower waters (1.5 feet to 2.5 feet or less) with
coverages in excess of 50%. Please note, there is no rooted SAV found in waters shallower
than 1.5 feet (immediately adjacent to the marsh edge. It has been our experience in the last
several years that Milfoil is the dominant species, but Widgeon grass and other species are
present in small percentages. Attached algae has also been observed in this area in prior
years.
DWR/EPA Statement
■ A scoping meeting was held at which DWR was present. The date of the scoping
meeting was 8/19/2020 and this project was discussed. This meeting met the
requirement for requesting a pre-filing meeting under 40 CFR Part 121 for 401
Certifications in accordance with the Federal Clean Water Act.
■ The project proponent hereby certifies that all information contained herein is true,
accurate, and complete to the best of my knowledge and belief.
■ The project proponent hereby requests that the certifying authority review, and take
action, on this CWA 401 certification request within the applicable reasonable period of
time.
Received
on
DCM-EC
3

Received
c ++F ri
DCM-EC
y x
Ij �'a' N'+F x` 9 '2r Y \.
t i
� `s 1; �ur1FS.-
44,.II'.,,; ,p*,.4,sor; e L — .- ,Alk, ,itoz6 , 1:, , ‘ , )111114(
t ,,,AP —,-fy- '. -i* '',.'• • :,,.VW,;;•4;:j • , 4— ``iWiz, • %
}
r 1-7
f^ r kt` YF L". • .tq� R2..
‘ , .4 tit:,:tiy,„,a' 1%,,A1,,,,,,.
,..,.'4,i'‘"1".
ft
"I,
F
if
4,
w 1
,a..

rtelueIIIej11
1170 Persimmon Street, Photopage 2020 DC I/-L C
t1. 1 }/0 4 •,fr . ,•,,, ,,.... „.._
* s'+FII S•a ti ye P S y >
r'y y �1 ,Y4
ti4y? > •
sir �9 ; �t e" 'f y,0 a- .
�'� '+,f I Cy C� c)�b,4� kt •l� ,., w i.'ram, . J -,c r s
`i ., s y,-G511 t f'.r
r.1 ' A0- 'ite, ,`5e`'_ . Pn�Pf ', raft•
&: " Y' ,. 4 a
'TI• ,..,. . —w�
cg
• T�y<T yswx'ss:. _.-'^ ' .
�'1.-.Lti.�.,au "�
.... .. . off. ._. 1. ._.� ,. .. ...s.��•.�' .••.--.T..
•- Fyn S C *" .�y 'k.f ed
'i Sib ' ?,`6 i 4 i., ..i P .
i`-I��il `tea( 4. ..aY
lf
•
lb:
t�4 t Y . Y. v. � , ' t h. p •i �•
rr� '? .. 4 r �
P *,� • • 6 �9/�+�{ r
.:'..,.•,'',-,','1--..:..,.:;v••:,:•,-.1•.•..%•..•,-;',-.-;•.•...-..'I,-.,.,,.2-:.1,'•i,•,.„f,••.:i.v,,
fpay 1. .} +t rr ; y '
rota ...
` r ` s f k 4 t ,t g 1-1S{S ^Its y li \: k`'.. ti' °," .
r/`a ti}°S 1x11J S" '?+M',..4.psirt• .:: .'siP 3>y},'f ei '"y / .-",.- b ,
•
•
1. r•+yJs� y .+ {'f aP1?&5yt. ,1} �',�S+ 4 s ` � �
.§J7, e,+} ' °e ty4 fi,i,2 4 t S: yf 31%,.. ?Y 's '!` i►.�[ �' w h
y
r e ,Fr�y1a4 1Ft y1 I iS; I$Ii 4 t` ?' J • ' P
fx}ltt1 { rF? ;e9tiseiK i ;v ;.lv `ijF J4}f 4X",t-I4e Y2 `X 'S.
tllr• •ii.%,:is141gr-i<':. fi'Y.�f',i•tr-*ti•,4n+ii'?.``f f,.,..rk J, . t:Jlttg;� ._ / ` - l'
^w' C
14400
w• J.
v»r
•
Current proposed ramp location near
stake in background

Received
DCM MP-1
APPLICATION for :
.,gym c
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
1170 Persimmon Street
Applicant 1: First Name MI Last Name
Hadley F Twiddy
Applicant 2: First Name MI Last Name
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
301 Corolla NC
ZIP Country Phone No. FAX No.
27927 Currituck - - ext. -
Street Address(if different from above) City State ZIP
1170 Persimmon St. Corolla NC 27927-
Email
2. Agent/Contractor Information
Business Name
Quible&Associates P.C.
Agent/Contractor 1: First Name MI Last Name
Brian D Rubino
Agent/Contractor 2: First Name MI Last Name
•
Mailing Address PO Box City State
870 Kitty Hawk NC
ZIP Phone No. 1 Phone No. 2
27949 252-491 -8147 ext. - - ext.
FAX No. Contractor#
Street Address(if different from above) City State ZIP
8466 Caratoke HWY Bldg 400 Powells Point NC 27966-
Email
[e-mail]
<Form continues on back>
252-808-2808 1-888-4RCOAST www.nccoastalmanagement.net

Form DCM MP-1 (Page 2 of 4) Received APPLICATION for
7. 1 ;
Major Development Permit
3. Project Location DCM-EC
County(can be multiple) Street Address �o State Rd.#
Currituck 1170 Persimmon St
Subdivision Name City State Zip
Corolla NC 27927-
Phone No. Lot No.(s) (if many,attach additional page with list)
ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Currituck Sound
c. Is the water body identified in(b)above,natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ®Manmade ['Unknown Currituck Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed
®Yes ❑No work falls within.
Currituck County
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
29,817 ft +/-53 acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
NWL (normal water level)
(If many lot sizes,please attach additional page with a list) 2 ft ❑NHW or®NWL
e. Vegetation on tract
The subject properties upland areas are dominated by maintained grasses, live oaks, loblolly pines, and wax myrtles.
Wetland areas consist of way myrtle, groundsel bush, maintained grasses, black needle rush, giant cordgrass, Olney's three
square, cat tails, and phragmites.
f. Man-made features and uses now on tract
Single family residence,two storage structres, a poo/and patio, gravel and concrete drive, and a dilapidated pier.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent land uses include single family home sites, undeveloped land, marsh land,and the Coastal Explorations kayak
tours service.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
SFO- Slnlge Family Outer Banks (Attach zoning compliance certificate, if applicable)
®Yes ❑No DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? DYes ®No
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. ❑Yes ®No DNA
If yes,by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No DNA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 .. 1-888-4RCOAST www.nccoastalmanagement.net

Form DCM MP-1 (Page 3 of 4) e.c e iv e d APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? c f6 {{ ®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.
Conventional septic tank and drainfield.
o. Describe existing drinking water supply source.
Currituck County municipal water
p. Describe existing storm water management or treatment systems.
green space infiltration
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.
Single family home site with kayak and boat uses
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.
Backhoe, drive or wash-in piles,small barge if necessary
d. List all development activities you propose.
See plans and narrative for complete description.
e. Are the proposed activities maintenance of an existing project,new work,or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 9,793 Sq.Ft or DAcres
g. Will the proposed project encroach on any public easement,public accessway or other area Dyes No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Minor surface runoff
i. Will wastewater or stormwater be discharged into a wetland? DYes No DNA
If yes,will this discharged water be of the same salinity as the receiving water? Dyes [No ®NA
j. Is there any mitigation proposed? [Yes No DNA
If yes,attach a mitigation proposal.
<Form continues on back>
252-808-2808 .. 1-888.4RCOAST .. www.nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 4) ReCelVea APPLICATION for
C t, i , , 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 Outer Banks Conservations INC. Phone No.
Address PO Box 970,Manteo,NC 27954
Name Currituck County Phone No.
Address PO Box 9,Currituck,NC
Name Ocean Hills Joint Ventures Phone No.
Address Little Neck Towers Suite 509,3500 Virginia Beach Blvd,Virginia Beach,VA 23452
g. 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
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 6tIl`1\to 7—o Print Name Zf e,n � - 'i , fik)r ct4'.3
Signature
CZ: s-
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
EDCM MP-3 Upland Development
®DCM MP-4 Structures Information
252-808-2808 .. 1-888-4RCOAST www.nccoastalmanagement.net

Form DCM MP-2 Received
EXCAVATION and FILL OCT I i 1::0
(Except for bridges and culverts) DCM-EC
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 Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
Length 32 LF
11 FT
Width (includes rip
rap)
Avg. Existing -2.0 NA NA
Depth
Final Project -2.0 NA NA
Depth
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
Sand and silt
8 cu.yds.
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), 9 cu.yds.
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:
Boat Ramp
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Onsite upland yard area
c. (i)Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
NYes ❑No DNA ['Yes ❑No NNA
(ii)If no,attach a letter granting permission from the owner. (ii)If yes,where?
e. (i)Does the disposal area include any coastal wetlands/marsh f. (i)Does the disposal include any area in the water?
(CW),submerged aquatic vegetation(SAV),shell bottom(SB), ❑Yes NNo DNA
or other wetlands(WL)? If any boxes are checked,provide the
number of square feet affected. (ii)If yes,how much water area is affected?
❑CW ❑SAV ❑SB
OWL NNone
(ii)Describe the purpose of disposal in these areas:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net
revised: 12126/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ,CR.GJG This section not applicable
(If development is a wood groin, use MP- Structufffffes)
a. Type of shoreline stabilization: b. Length: 3va2
['Bulkhead (iiprap ['Breakwater/Sill DOther: r
Width: Is
c. Average distance waterward of NHW or V l d. Maximum distance waterward of NHW o NC
NI_;)
Ite s'
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
2.tta� CR-00k)
months?
Dyes ❑No NIA
(ii)If yes,state amount of erosion and source of erosion amount
information.
R
g. Number of square feet of fill to be placed below water level.III h. Type of fill material. ec ivE,
Bulkhead backfill Riprap a19ot Rock. 0.40Ior Clear... 41+61..b Breakwater/Sill Other
i. Source of fill material.
G&G.ctry at recyJecl Cry‘ete.4e Sara rce, De ✓i-EC
4. OTHER FILL ACTIVITIES 61. reI.4-,ok 4, S).ereUt-e Sfa�l:za-(-tar�) 0 This section not applicable
a. (i) Will fill material be brought to the site? ®Yes ❑No DNA b. (i)Will fill material be placed in coastal wetlands/marsh(CW),
If yes, submerged aquatic vegetation(SAV),shell bottom(SB),or i
other wetlands(WL)? If any boxes are checked,provide the
(ii)Amount of material to be placed in the water 2,292 sq.ft. number of square feet affected.
(iii)Dimensions of fill area 382 ft x 8 ft(approx) ®CW 200 soft❑SAV DSB
(iv)Purpose of fill
(OWL 564 sgft ❑None
Wetland Protection rip rap (ii)Describe the purpose of the fill in these areas:
Wetland Protection
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used(e.g.,dragline,
controlled? backhoe,or hydraulic dredge)?
Silt fencing and seeding of disturbed areas. Dumptruck,barge,skidsteer,handtools
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
Dyes No DNA site? ®Yes ❑No DNA
(ii) If yes,explain what type and how they will be implemented. (ii)If yes,explain steps that will be taken to avoid or minimize
environmental impacts.
shoreline will be accessed along the proposed driveway
alignment and any disturbed areas will be returned to pre-
existing conditions.
•
1 CA 17-A 2-0 -0 t 640vx (430tr+0
Date \•\c..cl1r2 j Iw%cLL j j Acjev3 t a.%ioltz 2_Ac,soc e,C.
A..licantName
«-1- w
a Pt rs, .vr �• n Strzte-k y
C
re, c! tr---
Project Name
Applicant Signature
252.808-2808 :: 1-888-4RCOAST:: www.nccoastalmanagement.net revised: 12/26/06

Form DCM MP-3 R Cei1
UPLAND DEVELOPMENT OC1
2.7:1
(Construction and/or land disturbing activities) DC 44
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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings,facilities,units or structures b. Number of lots or parcels.
proposed. 1
1 boat ramp, 1 driveway
c. Density(give the number of residential units and the units per d. Size of area to be graded,filled,or disturbed including roads,
acre). ditches,etc.
1 existing residential unit(none proposed) 9,816 sf ft maximum (includes all areas of temporary land
disturbance for grading, access, etc.)
e. If the proposed project will disturb more than one acre of land,the f. List the materials(such as marl,paver stone,asphalt,or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing gravel (drive), rip rap and concrete for ramp
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
Oyes ❑No ®NA
(ii)If yes,list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces,such as require a Stormwater Certification.
pavement,building,rooftops,or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
.01 % (251 sq.ft.) Dyes ❑No ®NA
i. Give the percentage of the entire tract to be covered by impervious (ii)If yes,list the date submitted:
and/or built-upon surfaces,such as pavement,building, rooftops,
or to be used for vehicular driveways or parking.
0.67%
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item(i)received state or local
existing on-site conventional septic system approval?
Dyes ❑No ®NA
If yes,attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state(e.g.,surface runoff,sanitary wastewater,industrial/ design?
commercial effluent,"wash down"and residential discharges). Oyes ❑No ®NA
minor surface runoff If yes,attach appropriate documentation.
252.808-28082 :: 1-888-4RCOAST ::www.nccoastalmanagement.net revised: 12/26/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source(e.g.,well, n. (i) Will water be impounded? :Yes ®No DNA
community,public system,etc.)
(ii)If yes,how many acres?
Currituck County Water Distribution System - -- -
o. When was the lot(s)platted and recorded? p. If proposed development is a subdivision,will additional utilities be
June 1978 installed for this upland development?
❑Yes ❑No (DNA
'12-`Z.0Y20
Date Received
k 9-0 Pe rsl,r.bent OCT Y ) 9-,
Project Name
Cam- ctAi DCM EC
Applicant Name o - \ 6.o.". (2..I 1.> f y
( t;;XeAlt J ss0C -‘P•C.
Applicant Signature
252-808-2808 :: 1-888-4RCOAST:: www.nccoastalmanagement.net revised: 12/26/06

eceived
Form DCM MP-4
OCT 1 ) ?:'t
STRUCTURES
. C
(Construction within Public Trust Areas) DCr_��,
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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS El This section not applicable
a. (i) Is the docking facility/marina: b. (i)Will the facility be open to the general public?
['Commercial ❑Public/Government ®Private/Community Dyes No
c. (i) Dock(s)and/or pier(s) d. (i)Are Finger Piers included? Dyes No
(ii)Number 4 If yes:
(iii)Length (1)255 ft(51 ft over water and 204'over (ii)Number
wetlands), (1) 16 ft(9 ft over water and 7 ft over wetlands), (iii)Length
(2) 30 ft (ramp piers- 14 ft over water and 16 ft over land) (iv)Width
(iv)Width (1) 6 ft(3)4 (v)Floating ❑Yes ❑No
(v)Floating Oyes ®No
e. (i) Are Platforms included? ®Yes ❑No f. (i) Are Boatlifts included? Dyes ®No
If yes: If yes:
(ii)Number 2 (ii)Number
(iii)Length (1) 20 ft(1)22& 16 ft(L-shape lower (iii)Length
platform)
(iv)Width
(iv)Width (1) 10 ft(1)6&8 ft
(v) Floating ales ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i)Number of slips proposed h. Check all the types of services to be provided.
2 ❑ Full service,including travel lift and/or rail,repair or
(ii)Number of slips existing maintenance service
no formal slips ❑ Dockage,fuel,and marine supplies
® Dockage("wet slips")only,number of slips: 2
❑ Dry storage;number of boats:
®Boat ramp(s);number of boat ramps: 1
❑Other,please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served(e.g.,open runabout,
El Land cut and access channel charter boats,sail boats,mixed types).
['Open water;dredging for basin and/or channel Open runabout
®Open water;no dredging required
®Other;please describe:
existing created basin
k. Typical boat length: 16-18 ft I. (i)Will the facility be open to the general public?
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4) ® [�
m. (i)Will the facility have tie pilings? Dyes ®Nod!
®Yes ❑No OCT(ii)If yes number of tie pilings? O j 3
5 (3 on south side pier and 2 at basin slip)
O. M.-EC
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑Office Toilets
El Toilets for patrons;Number: ; Location:
❑Showers
❑Boatholding tank pumpout;Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste,fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
•
e. (i)Give the location and number of"No Sewage Discharge"signs proposed.
(ii)Give the location and number of"Pumpout Available"signs proposed.
f. Describe the special design,if applicable,for containing industrial type pollutants,such as paint,sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and"No Wake"signs proposed.
i. Give the location of fuel-handling facilities,and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
252.808-2808 :: 1-888-4RCOAST ::www.nccoastalmanagement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 3 of 4)
I, If this project is an expansion of an existing marina,what types of services are currently provided?
ReCEE/Cd
m. Is the marina/docking facility proposed within a primary or secondary nursery area? °C j j
DYes ❑No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? DC° -Ec
Dyes ❑No
o. Is the marina/docking facility proposed within or adjacent to 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
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ['Yes ❑No
If yes,give the name and address of the leaseholder(s),and give the proximity to the lease.
3. BOATHOUSE(including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
['Commercial DPublic/Government ['Private/Community
(ii)Number
(iii)Length
(iv)Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN(e.g., wood,sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii)Length
(iii)Width
5. BREAKWATER(e.g., wood,sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW,NWL,or wetlands
c. Maximum distance beyond NHW,NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
❑Commercial ['Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy(color,inscription,size,anchor,etc.)
Note: This should be measured from marsh edge,if present.
252-808-2808 :: 1-888.4RCOAST :: www.nccoastatmanagement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s)to adjacent riparian property lines b. Proximity of structure(s)to adjacent docking facilities.
42 LF 791 LF to the south,and 711 LF to the North
Note: For buoy or mooring piling,use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
4.3 miles(Currituck Sound) -2.25 ft
e. (i) Will navigational aids be required as a result of the project?
❑Yes No DNA
(ii)If yes,explain what type and how they will be implemented.
8. OTHER ❑This section not applicable
a. Give complete description:
k i*24 20.7.0
Date Received
OCT j ;! 2V_t
Project Name
• DC
••icant Name goon 6 el a 1 1
P &e� ) A.CS e \P.C
Applicant Signature
252-808.2808 :: 1-888.4RCOAST:: www.nccoastalmanagement.net revised: 12/27/06

eceived
\) IIIIIIIIHIIIII IIIIIINIIIIIIIli
O Doc No: 346247 I t
Recorded: 10/11/2019 02:08:17 PM
Fee Amt: $26.00 Page 1 of 4
Excise Tax:32.500.00
Currituck County North Carolina nd . ff
C Tax Collector Certification That No Delinquent Taxes Denise A.Hall,Register of Deeds A)I `r„I' C
Ore Due..Date 10- 1119 By 11 S :Certification BK 1602 PG 606-608(4) tt FFFF e4
eVitles.fan.6d'of the year following certification date
TRAN rRTAXAMOUNT_1 aSW 00 OS
DATE/COieCTOR l0• l l• 201qAe`P
0
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: Yc((QQ �
Parcel Identifier No.01 R lfi0036F0000 Verified by County on the day of ,20_
By: �`JJ`
Mail/Box to: Aldridge and Seawell,PLLC,PO Box 339,Manteo,NC 27954
This instrument was prepared by: Evans&Meads.PLLC. 106-A Ascension Drive.Kitty Hawk.NC 27949
Brief description for the Index: ch,
THIS DEED made this I tad Olit-0 be✓ ,2011,by and between
GRANTOR GRANTEE
Lighthouse Hunt Club,LC \A.\` Hadley F.Twiddy
C,
A Virginia Limited Liability Company , PO Box 301
0 Corolla,NC 27927
PO Box 127
Tappahannock,VA 22560
V
Enter in appropriate block for each Grantor and Grante6ame,mailing address,and.if appropriate,character of entity,e.g.
corporation or partnership. 0
The designation Grantor and Grantee as used herein shall inccn a said parties,their heirs,successors,and assigns,and shall include singular,
plural,masculine,feminine or neuter as required by context. Y�j
W ITNESSE PH.that the Grantor,for a valuable consideration paid+the Grantee,the receipt of which is hereby acknowledged,has and by
these presents does grant,bargain,sell and convey unto the Granteeet fee simple,all that certain lot,parcel of land or condominium unit
situated in the City of Corolla Ports-Branch Township, Dare County,
North Carolina and more particularly described as follows:
Exhibit A attached
The property hereinabove described was acquired by Grantor by instrument recorse tin Book 399 page 315 .
All or a portion of the property herein conveyed includes or X does not mcluti)t e primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book aagge
Page 1 of 2 `
NC Bar Association Form No. 3 3 1976,Revised©1977.2002.2013 Y This standard form has been approved by:
Printed by Agreement with the NC Bar Association—1981 \o Carolina Bar Association—NC Bar Form No.3
0
CAC

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
`9 in fee simple.
SDK the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple,has the right to convey the same
f. simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title
a ingt the lawful claims of all persons whomsoever,other than the following exceptions:
Restrictive Covenants and Easements of record.
Ad Va Taxes.
IN WITS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written. �`
Lighthouses Hunt urLC }r ° F'tasr
By: .�t�.e2".4 Z�c. (SEAL)
Print/Type Name: S Kent Cook�9lember/ManagerLighthoust
l�0
State of V t R iH -County or City of . ?C552�[
I,the und• . a`��d Notary Public of the County or City of • t55ex. and State aforesaid,certify that
Lighthouse Hunt Club LO 5. KeN*Coo& personally appeared before me this day and acknowledged the due
execution of the foregoin s�rument for the purposes therein expressed. Witness my hand and Notarial stamp or seal this
day of Q;1oFx�Z ,20 �� ,Q�
My Commission Expires: a M t5+gC,4 . Pe' Soy Notary Public
(Affix Seal) f Notary's Printdd or Typed Name
STAC€i.PIERSON
NOTUBLIC
CommonviaaMof Virginia
Reg. 3 Jg4ot 81A
My Commission Expirts
0
9.)
North Carolina General Warranty Deed
(y
o.-..r.4 cnn ne

Received
.")O EXHIBIT A i I
\--I Beginning at a point on the North side of Lighthouse Bay at the Southwest corner of the a`°�
property owned by the State of North Carolina;thence North 41°08'03"East 1403.20 feet to 0 C -E V
e Northwest corner of the Lighthouse Tract;thence North 85°18'51"East along the line of
tkaVLighthouse Tract to the West side of the road leading through Corolla Village;thence
NOihyvardly along said road to the Southeast corner of the Salyear lot;thence Westwardly
along-the Salyear lot to the Southwest corner thereof;thence Northwardly along the West line
of the Sear lot,the Scarborough lot,the Meads lot and the Griggs lot to an iron pipe at the
SoutheY6corner of the Weiland and Adams property;thence Westwardly along the Weiland
and Adani outh line 350 feet to the Beachner property;thence Southwardly along the
Beachner erty to the Southeast corner thereof;thence Westwardly along the Beachner,
Kline,Demp and Foster property to the Southwest corner of the Foster property;thence
peri
continuing ac a 60 foot right of way to the West side thereof;thence North 0°26'09"West
along the West i of said right of way to the Northwest corner of First Street;thence
Eastwardly along first Street to the Southwest corner of the Briggs property;thence
Northwardly along the Briggs property to what was formerly the Lync property;thence
Westwardly along the L ch property to the Southwest corner thereof as described in Deed
from Whalehead Club .to Edwin Lynch,Trustee;thence North 17°51'04"West 257.05 feet;
thence North 17°35'26' st 39236 feet;thence South 77°26'34"West 432.6 feet;thence
North 18°46'44"West 51 feet;thence North 23°26'46"East 489.68 feet;thence South
71°45'25"East 758.65 feet nce North 72°42'46"East 235.55 feet;thence North 3°32'34"
West 821.57 feet;thence SoutI155°49'04"East 525.03 feet;thence South 50°56'04"East
414,43 feet;thence North 42° 4"West 745.68 feet;thence North 10°31'46"East 531.13
feet;thence North 48°21'16"Ea 13.14 feet;thence North 28°15'56"East 369.57 feet to the
Northwest corner of what was forr11
y the Lynch property and in the South line of the Monkey
Island Property;thence Westwardly and Southwardly along Currituck Sound so as to include all i
of the islands owned by Corolla,Inc.,It�ac ted therein to the West side of Northwest Jones'
Island;thence Southwardly along the side of Northwest Jones'Island and Southwest
Jones'Island to the Southwest tip of Sout st Jones'Island;thence Eastwardly along the
North side of Lighthouse Bay to the Point o I,ginning and being a portion of the property
which was conveyed by Whalehead Club, Inc... Corolla, Inc.
This conveyance is made to all restrictive
Y subjectc�venants,easements and restrictions of
record affecting the title to said real estate.
There is excepted from the above description of propeey,and not conveyed herewith,Lots 1
and 2 shown on a plat entitled"The Lighthouse Club Liri ed Partnership",recorded in plat
cabinet F,slide 118,in the office of the Register of Deeds9secCurrituck County.
Included in the above described property are Sow Island, De'jHole Island,Log Island,Wood
Island,Northwest Jones Island and Southwest Jones Island,toger with any other islands
located within the boundaries of the above described property o,r-within the perimeter of the
0
Ql
VA
CD
��
O....I. A en'l Il...... C/1

plat referred to below,to include all islands formerly owned by Corolla,Inc.located within the r 1 1
boundaries of the above described property. hJ M
Reference is made to that certain map or plat entitled"Boundary Survey for Hadley F.Twiddy
(V.70 Persimmon St",prepared by John M.Hurdle,Professional Land Surveyor,dated October
4e2019,which map or plat is duly recorded in Plat Cabinet ,Pages (3D and
7\3 ,Currituck County Registry,which map or plat is incorporated herein by reference.
There i Iso conveyed hereby all of the Grantor's right,title and interest in and to that certain
20 foound access easement as described in Deed recorded in Book 399,Page 315,Currituck
County ROstry.
6
'-'O
CZ
d
0
0j'
6
�O
0
0f
VA,
Cp
0....1. 4 cnn P.--NAfl

MAJOR PERMIT FEE MATRIX
Applicant: Hadley Twiddy
Selection Development Type Fee DCM % DWQ%
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I. Private, non-commercial
development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
Major Modification to a $250 100% ($250) 0% ($0)
CAMA Major permit
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 $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
n development, if General $400 100% ($400) 0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
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:
III(D). If General Water
® Quality Certification No. $400 60% ($240) 40% ($160)
4097 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

Zd' J= •C9 r • �m,�40
wy�
105 OO ceZ m~ O UZ Z 4 f��N�
I M U
yi d UV.) V)M 00 U h i-Iw� !Z0/
gli
CDfliih
ZY~
�WO 14 W �C h Z P c P.
o
,wN g'isN cil L4±
.v,Z K d� 0N
L..
L N�Z N LL a -Q1 <� V � 43romoi � / OZW ` 2 o °
v O W= woTo,�rn.g.
• J p?F1 <2y .tInW w0
V % N I �i �Dr\ ta S \ 0y WpC
� Z2pW <�
U Z<~ y
Q � yyj �Z °nao
oinnw
IP ---II
w an.
La
CT
•% t ^ T /...\ �,•, aOyt �; ZO
ri 1 ' `l� W W 0 W Z- 00 FBI
� � ! • r I - . / ' W5 Z WmoZ �i-Z [�
/ N, i P _1 ....ems ��, Q4, 1 Q Vxf \� W W V1 Z z e a_-o ` ✓-
'� �. %-\/•
I/ \ UV1�a.WyC F- �C FI
p2> W<
•r 13 } o oZamos oo�z o
1-1
�� - •
fry
•
` `\ V\ - • "�• '7 �' - 4 ep 1 I • 2 a 2 W w ix Z W 2 _/ O W
vr \ /�• 0 f // •. .'�'• 1 �. F00(Jo2ZZ mai0
v :its.: .
O ) I /' ! Z
l , ; l• tt •
:J y
• J �. i \ 0
S �.] U
�-
o:t! � r a IIAl
„si
ki
•
0 CC
. .--A, ti %,.) p <
M 2 ce
T �4- l' §! . v o a 3 U
} o� 2o
a Q Z O U _
`� Z zQ�w U� • JWO �W _/ tea.
esi MD 3MW O -U QW} OM m
o �p V z00 mWLi wD0N `�.
am / d
cv 0 (n U M O u• z w 0 '�•� O
,, O Q O1 z~ 3} a'
J O/ O Z Ce U
�� d
C. O 0-C..) W-O J Q F O 13 O a ~� r •
O� F ZZP.1 UZ •NZQZ _ / !.. ITY
rn } WZ p,I,a1FN�� �OQONO�U1 1 (- (,) C./ o to za w
v O cpz to>QO�K U�N�mfnW «77�� .r ~1 e-' z- aomaz orn
Um U •".. ci�az �w� r �zZ3
I 00m d'-Q�Z� QHUz�QLa0N )•
CO ,.. aad ��ao=og=
a WMZONONNZWOZ WWQFFmp F, _ - ism N��a� inOi�tn�o�
U ��00••0a > �O� F — �- owa o of
>-x�s-W in2MEuia- ZWz U' zfn� •� C.,) N~' �pOU�~ZZyUIO
> Oa� Z(wQ QNQOZW � ^ QUx� wzpwaZ�w
OJT JJ • /ye
w Omd' n�O ZOZmv OWJ�NUO.en - "h 2y U�m-Z�w ZONZo
of QOOC� U- a �a n a�
is. xaUd-Q��zoWX FZ��Wn �� ?2 l J �Q �oo� o
W
�•..•
w $S� U !Ui
1 UwF- O}CD Li I a om 0 0m W (nD
0 O 1 aUWJ>NO� zr;>-W VM 0QQ �Qa �¢~�wm�0
} Li Z r, poi_ZO UJ V O 0 U>(1/p } (/J03)S87YN am�Af •• •% • , y
I
K �a 03 Q�N d�W QWZJmJJ�n.
0
dS Z2 W70p�j�000��WWOJmQ� U n m o w N
daQv)x.-av)ao�v�mzaalxU ^'' o o�, Y o 0
ee
a 0 ) w 01
i CV re; IfJ t0 i� 00 Oi o ' U 0
0

_ �
m o z mw o
t
I * ( y �vmp �1¢2,,,,,,...0
/ rrO x'wX.
l E° z.W O� ,,,,,:<:,...
� t\\
•
\ .
' �♦F, \E
F (1f <- < . •^<< co1 A�1 Av1r
o�CD�.z-n XT� 0�
_H
c mz
vvm
OD
vQW
H.,
co
013
D1
.'..
•
o
ooI �in Coo V W Vi+WN z oN�. •2 L co E < E E E F E < F E F <- E < E / / x j\ "' v
/o - ; n / ,.- ( 2 o> zcoo v o VI� z v > trOoT.
WD ~ z < ♦ < C E E C < < E E E E E ( E F E / E n, �{ . , pmmazWo��omo' m p / XQW� (,7)� 0oo om CO; . - -_�� / MrzAm �AN�nAm X \ < < < E < i < < <- pz ' < N < < / •'< 1f < rnm mmrnmoCnm0zvo { \ •34. / / ♦ / oc7 �C� vZ o\ I♦ , � co -1-<A "t CD�G E \ < < < E E- < < F E <, ) < 1 E < O-1Z D. � o -1 -< o
Dm .i'o- nDon �� /F �' / ' /// r
cik
Aon� n � l <1 E <- < <- < <- <- < / I <- �/ < ,v- • \ < / / E < n_00(i)-<<- w ' f
n vomovio�W =m �� � / e � o (nNcDr DmOvI m ,o--( / IFz x � zo � � oo ,_.,Am___,....,
_�W Imzm c m- D /cm� z � c ; 1 r < < Dm7W� 17ZmrO /< - < / jC /< < Z �� Oo mzDp� ono
n" c • T I nAu, m-io _ ro ; I E F � <- /$ / �,/ <zor•,o,I 0og,, mp F) ,. o < ! < < F < < ; <DopvnZZ LmoK� DR•K _g a I %
•
•
1 � F x(no , op0- A , ..s Z1 \( E < < <- <- E < / I
-I— ._.,. . / i/zo -vEz � y egte am? ti . 4,/ �cnmvP�zr-mo 3Dz�Daomo �ocz �= oN �x .ea Yv to 1 O I , oWa Nz O orom�zv zmcz� = �c I : / F Er/ < < < A Dmoomom� ,, KmW ---10 g Z -t \ < i E < E f E E K p ks / � cnZO zMZ A7-, Wn ��rX� IoKm Nn- �o ' � w � o /rnmZyzoz n NN NI cncnv,zZ-I oo 0In -IN r.y 008 < .E. 2 E K.
E E. / K. E E r- ry=� / < Z. ♦ ET1 TD.t�Dn�ZDT Zr�D,o DBNOpOZO nI-ixoA= cN CnOrn °Oa j I N <r(i x E /Z < p Mx cox a 1ZK7v, Nr'1'C-v * V </ < < < E < E < / 1 P I vzoCfn � Op .. � OWvIm WvA a� p�6rrNm m ;m7( mCOm I. / 1 - , Nw pp�5n < < T a�Nf < v_4aomoA � A� n rnzgrTi fzZr6mo �y� � ;: SDI E 1 < F E E < < // \ � N V z— w 0oZnmo _j m \ ` CtomO D ' O _aD rn0 • \ - ' I �0 zw��� ip " �- r-o '' Om0gin <.1 E < F F <- / : L\ IA
E \ v-U < E Za czz
RI
zvx zr -m 0v o 0° ZC' -vI N / , - I I Dz 0
♦ '� E o �Zc � �• v E < < < E D �a�Np0D u
j<• K. 1 / � f E
\, Ef Er-oc * x0 .- vi OAo8 � No/ < E < E < // 1\\ f ( - E < 0s,
ti E F E E ` \ aD . I
= 7 �
/ WO r z 0
• \ Do '
l oo D o` \ E� , \o \ \ < AD no o
0Dll \ ,\% \ 1U: ''.'----\U\V� V+(� . 1 //� U h \ D o\ f /m [-0 )< No \ m -<= oC , EI <- E E <- v�co 1 .--. k <D I E / tinNv - g-) -0 !) ooa7 i • " <z Z b N :3 o E I < E E E E � Am1
I \ 1� 0O1 x c •,c c -rnooc <pon-m0O (/) p / \ 1 0x� ztCOrnD _ 0 . \ ♦ t r E sZ �n-ix
23
•
%
r �Cvm < C F < r - v= - \ m \ � Km v, \ < < E• <- < E \ � i� 1 \ < <: 1 < ! < '' oiIn0 c i m x \ ii � <• \ v z \•
" < \ < r E Aa\ � �An Z! • sAO E . < < < < z`A < < 1 � �?pr � -r.
71
3 < E 1 o n o �DC 1 < E E < < 1 ] 1,( - , ' \ ; DzoNN�1 i 1 � 1 ` \ F < < . �_� mmZv n IE < E E t 1S zz� z �Jo c E < \ oD ;< ON\ $y JF < < < \ xpz ' \ < . < >
ri-
IL
' n1 mcltn H<rc ' < F <
G)(np . . M m<' < tzo <Z� 4 20Arw z
J j G i DAAA \
Co � D \
•
41 -I� ) < E ♦\ t=-i00mP �< E E o A \� 1 aII ti c A;R- ;o / I nnD� 1 r <, < \ E E °iZy ,O < m \ c 1 n cic . , I o ► <"-
gos mom/ $$o.• < < I \ ,, ! �t At<. i,sikart` m z \\♦ / < 1I < o I 'E < Amx ` ; Z I ��a �F ti E < Dyrn cr3x0:,.d > ! z � • EI 1 ` ��
•
I zz '
I - • < <-- K. C- c) csO I no ^ ••• \ c oao0
o o Z
~ / r^ � _- ..\ \\ AAA o�ZZxc y .
-,1-C m <
o « m {• / F .r.D CO TA tl •r• .'a.' _. 1 a a' ..�.. 1 < < \ C.?.
v v m �„� S. ,.
m i! i • ii g •n i' z Z G�(� - .. :' C D _f - '}yt'' ,�'�" c. •'ry A:'. .. i !!;, .H,.�.!.'� .' ....�ris..1 e i., r
E ,
miv 0 r..:: /
iv Cov,Na
3 ' N_P m /
�, `/ - Ic.mN 1i. x V 7 t
9'. . P. ,,,-,,...,,,,,z3,-,.> • '
•
I!i!i !Hey x x + new r / / .
( 1111 !Mg )
m Z m o n•V NC CND NdDB3(XO11) I I 1'•s J ::::,,Di
t , :::,..:.;
�"=z
i n i v Z I 1 P�L` IM��Gn:� 0��"+ 9rn V rn rn . *zn / I i Ailk �'• ■u AIf�,G� ,%..�. :y� nn� '��'.
t.m t.rn r, r : l Co o I / ' J "'S I 8-n� CZ'7 v,at.;4,T¢�r I ' ,,' C�
_ I

•:* 0
io
..', ,, . -- .-•• • •• • '. .,‘ Io,
.".".
............- 13
.....t. ni '''. 0 r _ ••••1 : x , ..• __. I
tv •• o > -.. • 114 1/4 gb ,, ,,, . ..
.,. .
c,
-‹ 0
....-• . - -
‘) •42
,..,
Z _
I a °CO r--•'
1111101k *1/1 3.„
>
/ :,C..u) 13 C 1,3-( : / , N i • 5.
z23c0=102m- --ic
•
<rnm-riZmc.u) rlci300 , 1,3 1,3 cli 1D,0C ..-- 0 0 ,.,, / \\ \ 13-11 13
,°C00 co,-,D l'Irri0co : (/) X u)-ri s''' x 0\
--:"-, - C 1-0 •• C -1-rl 1--- -..- \ Ecou)
zomo.73i r., f3,R,, rr.0 , tn Z x rn
I
• • /
,-)›ID 0 rn en..r.,c ...- m -0 _, -0 -ri-r1 ,2,1 . --13 0 En 0 , .
M r--13-0 •
DO K 71 >Z R.-C , X ..'. \ CD 73
cno-ncc p.cmioov,--1 xl - g m ' • g
-0 ,. • 1
1 3(1) P1m-<Cf3(T)
rn-ri-0 K., .z--•1-- -0 -r• _ /
0>-11 0 0 .11'A 'r i--
.-• ,./ ••.,
0-00g (/) m rii<X-0iTi .
m,->o,rL-Kinth- ,--io - • z_ I]03 0) t.) Vir".
/ ••.,_c'mr-c-) ••.rrir'l --10Lii06--)1 .; (.1 13 -X i Fr1-•(ra I': - 1
IraTTa r.0-1 o N / ----__ '..% ,• r)
.0Lnv,z4---1 os--cDvl -in, • > 0>u) /
1 1 --A ' ,
0070 ;r(A.7.0 0_„70ops, i MCO 7:,,- •
rn z co Z \ !-,, >
1 I* -, .
.7o•c_v,..--mov, c .o- 0 .• o o frl C7 0 .
I
= ,'I >-`1 5 0-13 • N x 4".,"mt-7-4>Zr"rflz rn•-m.7° •-' \ 1 N .',,,
4
n,..„, z ..) _....)0 ,, ezi i -t.. 1 \ cc,'
i .... •. -•,
(I2u --4•4• V) . .1 k,
• I 60, C., i / I \ 1011 y
•
c-f5 o. 0 0 0 71 ,, . ' 4, V
-.' ! ISSISkift, '
‘',..L. 1,12s,‘, ,
U) C1 1. 1 +. N •' ''.0 >z 0 q _ - . .\ r \ , •
\,\\ \ - ,<'113!"Pk"-z--7,--_."---= ,;:-, 9.
,•. 1 \ x
ar I k
.4la' /
- . , ‘ t., / \ •
, 0 , , _, ..ilk. ,,,„,, ......, ,\,, .,
41.9!,:.„.,.. ,, .....„_,,. ..„...__ 6 ,..._.. ..... ...„... / \ 41 ),),.,,,,.,
0',
,, - / \ . ,,
--,... ••`4...-\\ .,'i -----::.-"- .. . \ •'-',X1CI-0 10
1 x .
,, ...,. E.,
k /CO.
(/// . .. ......_
.-----/ X
X 03 rrl CO X ,q.°
q i 11.
0 \
I I
--1 co,,, to N,
co .? _ ›,__ \ › 2A-p,3
•,
0-9.7)\ CO -1-0 •
.
Z 0 1, '• / . Z xi \ j.....1 % \SCO\ ''''.2, \
,.•
0 4 ,.1 x • 0 CO \ X -c
0 I (-)
; -‹°
-0 \ > '_,
/ -o
--A 0 \ -0 7....gio ISO ,,, •
,,,,poo •
'"cig N ...r. 1 „_ ,
..,
rn c F x rn u) \ • " ..,=--
101011111.v.,..:;•i °
i 0 0>u) • ..,
73-11 R1
Z z Pi IV r3 Kapoz
\
0 x T ttl tri to
1.> -1 -TO k) 0 a ' ,0•11°"'" 0 ti)0 x
•(t4' \ >>>PI t..' •
2 6) o :ti ilk
La rg• P.',)
0 X • "'-'• Pi ..". X ick ...„....../. VI:11.fi ‘ .c.r...--"\,,,
f—
TI I
.------•gl.
/
ri 0 mC° >' - '.-4. '
•
,.••-''''''''''''''' ..
q r
z 0 tri
._-rno
r co z I ,•-••"" \.- , ,,,
•
icar:117---le ,11)0712 :....
...-----' ---''''''
.
c \
°b3 A 0 - '' ,
t., 0 / ilk ' , . .„..„ , . - -, ,
0 cn
- 70
lb.<1
c i
,. n_, i_ 1
,c_ _.
0 11=11 I
11 I1 I 1=11
F-2
0 0
c .Eii r _-1 1
, 1
z lif_i 1E11 111111:11111-' 111:1-: '' 1:=i I r .
2:111=111:_-:Iii___HHi'ZI-;%,": 5g - I lb 1 '
-I i _ ___
1: t II I 1=-- 11,1.1
I 11:: —
1—.111---„,111=,,.1117.7:11 P-7,05,-" (..'T . 1. .
=1 I I .-111— * -- -----=-.-
, =1 11=1 i 1=11 l:::r;--,„-,:;"1 1.7"- x 1=11
".:A-
1 -
rrl tl =111-11F-1111--_---_111,T*4;- ?,-- PI 1 =
tx) 11L---Il11-----:ill-. 1
-A
0 1
I .
D:,.. . (q
-
ic-7)4
. ,.. -
i i
:ITFM=TI=M=1 I r` °0:, ;°3 ,-E1 -111 • c .
,L
id
,..3 - _----1 I L-7----_11LL-7:111_—_-111-
I. ,1 71 ox
I ll 2 ' n 1 I i—i 1 19 = ,:j r--
=fil- i i-
, a
. z 1-_-:_i -------
z m Cn
2 E-111F:--11 1.1 Ill r'yi . , ci i ,
-----
2 (FA Q c\_Joi-
. ._
, ..
..., • _
I—
I__
z
. — .
z - •
- ,
..._
C4 1,3 Z,13 0 - „
"---Z..""`•0 C PI T ".-21
-__--_'
xx cil ___Iffi_111=11171, .)c i; Irj
,),/
46,6 OM 0 M tn r./) ,..3(../ '_11=-1 1 LL_Wi
(4-..i LA A.I: -9)7.1 t o • Z c: '\-- 'or\ ;',.' t 8 1 !! —
J.,L,.,:.ir,•,_.....-- .n V
111
it
_
11. i 1 * ;I u., 0.1• --IQ( ,.-\'' (I) LI= i 0 1=111;
2.0'1r— --- gil .
. r.• ... z,0 c, CD
=II 'i', \,
z :111=i
ri 2 .-= ri! 11
711' ' -1 1:1---=7,111:-:
I 1' a)
- , -1z 0
ri
1-• 0 =,......“.
ialii q ',:-..-5 -- 1 11---- ___L
.1 II,4X Z ,---, 'ik , ---- --,,,---,-.H( J-.--- k
I -I I:- 7‘
Is— ' 111-1T—'11-111-11F-- i — ---- -, C6
*t
0 IJI 7 ln 3 (,) V e) V,
-E1111_=111E" IllE-111=1
I 1=111-1 I 1=-111=-1 I 1:-2 .4... 4..Z ? <-0 11:i .73 •
43Z&°C.' l'io t.1 0
--171 • -1 1 l-
c
'
cn"4 en o, : *G.)• CA
•••