20211290 Ver 1_CAMA Application_20210830

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: W. Martin Willard
2. LOCATION OF PROJECT SITE: 7719 Masonboro Sound Road, adjacent to the AIWW, Wilmington, New
Hanover County.
Latitude: 34'10'8.35"NLongitude:77°50'53.26" W
3. INVESTIGATION TYPE: LAMA & DfF
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 5/19/21
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — 7/14/2021
401 WQC Pre -File Date — 4/28/2020
DCM Complete 8/12/21
Dap 30 for Pre -File --- 5/28/2020
6_ SITE DESCRIPTION: Office Wilmington
(A) Local Land Use Plan - Wilmington/New Hanover Co.
Land Classification From LUP - Resource Protection
(13) AEC(s) Involved: EW, PTA, CW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing — Pier, fixed platform, moorings, finger piers, manual vessel hoist with
roller ramp, floating dock
Planned — Maintenance excavation of basin and canal, new excavation of access
channel, fixed pier with fixed platform and floating dock, finger piers with four boat lifts, and bulkhead
(G) Estimated Annual Rate of Erosion. N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (coastal)
—860 sq. fit.
(l3) Non -Vegetated Wetlands (Open water)
—19,500 sq. ft_
2,620 sq. ft_
(Incorporated)
(C) Other (highground)
12,500 sq. ft.
7,500 sq. ft.
(spoil)
(disturbed)
(D) Total Area. Disturbed: 42,980 sq_ ft_ (0.98 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: Yes
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
PROJECT SUMMARY: The applicant proposes to perform maintenance excavation within an existing basin
and canal, excavation of an access channel, install a bulkhead along the northern side of the access channel, install
docking facilities within the canal and install a docking facility northeast of the canal for a total of 7 slips.

Martin W. Willard, Page 2
9. PROJECT DESCRIPTION:
The project site is Iocated at 7719 Masonboro Sound Road in New Hanover County. The property is adjacent to the
Atlantic Intracoastal Waterway (AIWW)/Masonboro Sound and is approximately 1.1 miles south of the mouth of
Hewletts Creek and approximately 0.9 miles north of the mouth of Whiskey Creek. To locate the property from
Market Street (Highway 17), travel South on College Road towards Monkey Junction. At the intersection of South
College Road and Holly Tree Road turn left. Continue east on Holly Tree Road and bear right at the stoplight onto
Pine Grove Drive. Continue on Pine Grove Drive, which will converge with Masonboro Sound Road. Travel on
Masonboro Sound Road approximately 2.0 miles until you reach the property of interest on the left onto an
unimproved road that will lead towards the AIWW. The project location is east of the 3-acre residential parcel
adjacent to Masonboro Sound Road. The elevation of the tract averages approximately 8' above normal high water
(NHW). Existing highground development on the tract includes a gravel road. Highground vegetation consists of
lawn grasses, hardwoods and other woody species including oak, pine, dogwood, maple and magnolia. The property
then transitions into a peninsula surrounded by narrow area of high marsh approximately 15' in width, which includes
coastal, and §404 type wetlands such as: sea oxeye (Borrichia frutescens), black needle rush (Iuncus roemarianus)
smooth cordgrass (Spartina alterniflora).
There is an existing man-made basin at the southeastern point of the property, measuring approximately 40' in length
by 40' in width and a canal and access channel, measuring approximately 510' in length by 20' in width which
connects to the western side ofMasonboro Sound and the AIWW. The basin and access channel are bordered by low
marsh consisting primarily of smooth cordgrass (Spartina alterniflora). The outer portion ofthe existing canal, located
just before the open water area of western side of the AIWW is bordered by an intertidal shoal. Based on historical
aerial photography review and an on -site visit, the shoal appears to be accreting and constricting the canal which has
allowed for an area of coastal wetlands to volunteer on the northern and southern edge of the channel entrance.
Shoaling within the canal and basin has allowed for coastal wetlands to volunteer in sections on the northern side of
the access channel as well as the northern and southern sides of the basin. According to previous permit history, it
appears that approximately 860 sq. ft. of coastal wetlands consisting primarily of smooth cordgrass (Spartina
alterniflora) has volunteered itself within the previously approved excavation footprint.
Within the canal there is an existing 6' x 14' floating dock, 3'x30' PVC roller ramp, and an 18'x28' finger pier with a
manual hoist. To the northeast of the canal there is an existing 270' long by 4' wide pier that terminates at a 16' long
by 16' wide fixed platform, based on aerial imagery this pier has been in place since at least the early 90's. There are
two mooring buoys located north of the fixed platform. No permit history was found for the existing structures. The
original property owner (Willard) received Dredge and Fill State Permit No. 125 (attached) on April 7, 1970, for the
existing 40' long by 40' wide boat basin as well as a canal 510' long and 20' wide to a final project depth of -3' at
mean low water (MLW).
The Wilmington -New Hanover County Land Use Plan classifies the area as Conservation_ The waters of Masonboro
Sound are classified as SA-ORW by the Division of Water Quality. The area is designated as a Primary Nursery
Area (PNA) by the Division of Marine Fisheries and is OPEN to the taking of shellfish.
PROPOSED PROJECT:
The applicant proposes to perform maintenance excavation within an existing basin and canal, excavation of an
access channel, install a bulkhead along the northern side of the access channel, install docking facilities within
the canal and install a docking facility northeast of the canal for a total of 7 slips.
The applicant proposes to excavate approximately 2,134 cubic yards (cy) of material consisting of bottom sediments
that have filled in the basin and canal to connect to -3' NLW, which is the original authorized project depth. The
application proposes the excavation of the original authorized 40' wide by 40' long basin as well as the 20' wide by
approximately 350' long canal to the original authorized depth of -3' NLW. The applicant proposes to excavate
through the accreted shoal to an access channel with dimensions measuring approximately 160' long by 20' wide to
connect with the western side of the AIWW. According to the applicant, the proposed excavation of the canal would
impact 860 sq. ft. of coastal wetlands consisting primarily of smooth cordgrass (Spartina alterniflora) that has
volunteered itself on the northern and southern entrance to the canal as well as the northern and southern sides of the
basin (See Sheet 2 of 3). Finally, the applicant proposes the excavation of an approximately 250' long by 30' wide

Martin W. Willard, Page 3
access channel within the AIWW to connect to a natural back channel with the depth of -3' NLW (Sheet 2 of 3). This
area has been used historically for navigation to and from the canal since at least the 1970s (See attached DOT aerial
dated Received May 7, 2021). Water depths in the proposed area currently range from +1.6' to -2.6' NLW (see Sheets
1 and 2 of 3). The application does not propose any excavation of the previously permitted canal inland of the basin.
The application states that the maintenance excavation would be executed through mechanical means by bucket -to -
barge as well as a long reach excavator from the high ground. The excavated material would be deposited onto the
high ground portion of the applicant's property in an area measuring 250' in length by 50' in width. The 12,500 sq. ft.
disposal area is landward of coastal wetlands, outside of Section 404 wetlands, and greater than 30' from Normal High
Water. The application states the material would be stabilized with proper sedimentation and erosion control
measures.
The applicant proposes a mooring within the 40' x 40' basin for a 30' long sailboat moored to an upland anchor. East
of the moored sailboat within the access channel the existing 5' long by 4' wide fixed ramp takeoff extending to a
ramp leading to a 6' wide by 14' long floating dock is to remain. East of the floating dock would be a 4' wide by 19'
long fixed pier leading to a 4' wide by 40' long fixed T-head. There would be two 12' long by 8' wide two piling,
elevator -style boat lifts proposed along the T-head. East ofthe T-head would be another 4' wide by 19' long fixed pier
leading to a 4' wide by 40' long fixed T-head with two 12' long by 8' wide two piling, elevator -style boat lifts. North
of the mouth of the access channel, the applicant proposes a 6' wide by 284' long pier leading to a 16' wide by 16'
Iong gazebo terminating with a 4' wide by 16' long floating dock to replace the existing pier and fixed platform for a
total of 7 slips at this property (See Sheet 3 of 3).
None of the proposed docking facility structures would extend into either adjacent riparian corridor setback area.
Proposed structures within the canal area all exceed the 1 / 4 width (see Sheet 3 of 3). The canal area, where structures
are proposed, measure approximately 24 ft., 20 ft., and 29 ft. wide. The proposed structures extend approximately 10
ft., into the waterbody which is beyond the'/4 width. The AIWW measures approximately 1235 ft. wide in this area.
The proposed pier within the AIWW would not extend more than 210 ft. into the waterbody.
Finally, the applicant proposes a 375' long by 1' wide sheet pile bulkhead along the northern side of the access
channel landward of coastal wetlands using helical anchors (See Sheet 3 of 3). The project narrative provided in the
application states the applicant intends to stop the erosion occurring on the south side of the access road that runs
parallel with the canal and out to the docking facility.
10. ANTICIPATED IMPACTS:
The proposed maintenance dredging would disturb approximately 8,600 sq. ft. of previously excavated bottom area
from 1970 and approximately 10,700 sq. ft. outside of the 1970 authorized footprint within the AIWW. The project
would include the removal of approximately 2,134 cy of material from the existing basin and access channel system.
As proposed, it appears that the dredging would result in the excavation of approximately 860 sq. ft. of coastal
wetlands, consisting primarily of smooth cordgrass (Spartina altern flora) that have volunteered along the canal and
the existing shoal. Minor increases in turbidity should be expected during the dredging event; however, no long-term
adverse impacts are anticipated. Spoil disposal would disturb approximately 12,500 sq. ft. (0.3 acres) of high ground
area owned by the applicant.
The proposed docking facilities would incorporate approximately 2,620 sq. ft. of Estuarine and Public Trust area
within the applicant's area of riparian corridor. Some of this was usurped by the previous docking facilities. The
docking facilities would be located in water depths of approximately -3' NLW once the proposed dredging has been
conducted. The nearest docking facility is approximately 230' to the north. Please Note: The proposed plan has not
been reviewed by the City of Wilmington for compliance with local ordinances. DCM attempted to contact the
city regarding this proposal and did not get a response.
The proposed bulkhead would be placed landward of Coastal Wetlands and not cause any Coastal Wetland
disturbance. Approximately 7,500 sq. ft. of high ground disturbance is allowed for the installation of the bulkhead.
Submitted by: Bryan Hall Date: 08/24/2021 Office: Wilmington

Willard Farm Canal Maintenance
Project Narrative
The project site is 7719-7727 Masonboro Sound Road, Wilmington, New Hanover County. It is
an undeveloped 5.17 acre tract, with approximately 319 feet of shoreline on the Intracoastal
Waterway, and is one of five adjacent parcels owned by Willard Family Farm, LLC. The
applicant is proposing maintenance dredging of the existing canal most recently dredged under
NC Department of Conservation and Development permit number 125, issued on 7 April 1970.
The applicant also proposes to bulkhead the south side of the access road on the north side of the
canal (suffered extensive erosion due to Hurricane Florence), construct 2 Tee piers with 4
boatlifts along the canal, replace the existing 270' pier with a 284' pier with 16 x16 gazebo and
floating dock, replace the existing floating dock damaged by Hurricane Florence, and provide
mooring for a 3 0' Crown Point sailing Dory in the turning basin.
Background:
My grandfather, Martin S. Willard purchased an approximately 200-acre farm (Crown Point) on
Masonboro Sound in 1912. Upon his death in 1946, the remaining approximately 125 acres of
the land passed to his two sons, Martin S. Willard Jr. (my uncle) and Emerson Willard
(my father). Later during the 1950's the two brothers divided the tract so that each could build a
residence. The canal location was on the tract owned by Martin S. Willard Jr. (my uncle). In
2003, for estate planning and tax purposes the property became part of Willard Family Farm,
LLC. This entity consisted of land still owned by the decedents of the original 1912 owner,
Martin S. Willard Sr. As of today, the remaining partners are Emerson Willard, his wife, and
their children, myself, (W. Martin Willard), and brother (Emerson Willard Jr). I grew up on the
property, inherited my Uncles house and 3.2 acres of the property in 2009, and currently reside
there, next door to my father, Emerson Willard.
Previous Activities:
Emerson Willard, has lived on the property his entire life, and remembers a canal and pier house
onsite when he was a boy in the 1930's. About 1950 North Carolina State University (NC State
College at the time) staff were in the Wilmington vicinity demonstrating how to excavate
drainage ditches with dynamite as part of the mosquito control program of the early 1950's, and
Emerson Willard attended a demonstration. He and his brother decided to use what they had
learned to clean out the existing canal that had been on the property since his childhood. He
remembers using 2 sticks of dynamite per hole at 18" intervals along the canal. The pier house
was destroyed by Hurricane Hazel in 1954. The pier was rebuilt without the pier house. Catwalks
attached to the pier and along the canal have changed over the years and the number of family
boats docked at the pier and in the canal have ranged from 4-8 over the years. In 1970, my uncle
had the canal dredged and added a turning basin. This work was performed under NC
Department of Conservation and Development permit number 125, issued on 7 April 1970.
Authorized project depths for the canal and basin were -3.0 feet at MLW at a width of 20 feet
with 5-foot sloped edges for a total width of 30 feet. (See attached NCDOT scaled aerial photo
and certification). The 1970 excavation continued across the sand flat to a deeper slough and
natural channel leading north to the AIWW allowing boats of all sizes access to the AIWW.
Attached DOT photo also shows historical connectivity to the natural channel. For many years
my uncle kept a 29' houseboat moored in the turning basin (see attached photos). In 1970 after
the canal maintenance, Emerson Willard (my father) started Crown Point Marine. By lS§t1GF-1` ED
JUL 2 S 2021
DGM WILMINGTON, NG

had built 63 boats ranging from 18' to 38'. The canal and pier were an integral part of this boat
building operation. New boats were launched from the site, and customers returned boats for
maintenance performed on site. (See Wrightsville Beach Magazine article, June 2011).
Exiting Conditions:
The site consists of 5.17 Ac+/- shown as Tract 2 on a 2003 survey by Robert Goslee and
Associates, recorded in map book 45, page 90. It is located on the west side of the Atlantic
Intracoastal Waterway (AIWW) across form the junction of the AIWW and Masonboro Channel.
The canal is bounded on the north by an access road located on the spoil from the 1970 and
previous dredging activities. South of the canal is an area of Spartina alterniflora marsh. The
turning basin is located where the marsh meets the high ground and the canal continues through
the trees into the high ground and connects to a network of ditches. The south side of the turning
basin was lined with bricks and rip/rap and used as a ramp to launch small boats. Since
Hurricane Florence substantial erosion along the access road north of the canal has occurred (see
photo). Where the canal excavation leaves the Spartina marsh a sand spit has migrated into the
canal. The spit restricts the width of the canal where it connects to open water. This has
accelerated with Hurricane Florence severely limiting ingress and egress and creating ponding in
the canal at low tide.
Since the 1970 dredging, there have been numerous catwalks and floats located along the canal
and access road for family members to moor their skiffs. Currently there is a 6' X 14" floating
dock, connected to land by a 3' X 16' ramp, a 3' X 30' PVC roller ramp, and a 18' X 2 8 "
catwalk with a manual crank hoist. North of the canal the existing dock is 286 feet long with a 16
X 16 platform at the end. There are 2 mooring buoys north of the pier. There is an electric meter
and electrical panel onsite.
The proposed project includes:
Maintenance dredging of the existing canal and turning basin to the 1970 permitted depth of -
3.0 feet, 20 feet wide at MLW with a 40' X 40' basin. The applicant does not intend to
dredge the previously permitted area to the west of the turning basin. The maintenance
excavation would be conducted mechanically by a land based long reach excavator and a
barge mounted excavator. Spoil would be disposed onsite and contained by silt fencing.
• Bulkheading the south side of the access road between the canal and road.
• Installing 2 Tee piers with 4 boat lifts in the canal for family members.
• Replacing the existing 4 x 270' pier and 16 x 16 platform, with a 6 x 284' pier with 16
x16 gazebo and 4 x 16' floating dock.
• Replacing the existing floating dock in the canal.
• Mooring for a 30' sailboat in the basin.
• Removing the PVC roller ramp, catwalk, and manual hoist.
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
JUL 2 2021
DCM WILMINGTON, NC

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RECEIVED
JUL 2 8 M.
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DCM WILMINGTOWNC

Form Dcm MR-1 (Pne 2 014)
MmW Dmk"wt Pam*
County (am be muftoe) Street Aften
Now lmlarsovw 7719 Masao m Sourw Rogd
SubdM@Ion Nome
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I NC 120400-
Phone No.
Lai No.(* Of mow factr sd*baw pw wNh he
910-817 -4167 aaaxt,
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4- In which NC river twin is the Project bookko
b. Rom of body of w — nearest to propomatt protect
Cape Few
Masonborc Sound
C. Is 2110 water boob denliftil in (b) abow, rcalumil or mwvvmdO
d. !tens the olosed n*w wrist body to go proposed p ml i i Me.
(AN211" 0164affliaft E3UnWwwn
Mesonboro Sound
a. Is Proposed work within city *nft or oanrft jurkmSoliora
f If appticwbia,)O%Aftn or coy I" the prapnwwd
®Yes ONo
waii #IN& witlrirt.
valnirlion
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a. Total length of shon** on the tract (t)
b. S&O Of enlive tract (sq.*,)
3191
225,205af (5.17 me)
c. &M of wwomuti $346)
d- Appomdrnolo WrAftn of W" above Njmm (no~ No or
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(H ~Y W Atft Pi*MW altk* addibonal pegs *0 rP AWQ
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a. V998hation on tract
Mg'tur*' veg*abOn WmWulng mature hmdw*O(* Pff". w*0dY 002" wetlands, and We oak numwy.
I. Man-ffmcle batures w4 um now an tract
Pier, nmrings, cahwalm. Manual host m6w ra-W floating dock eWbUW servioe.
9. kkot0land dearYWife existing
M8s0nb0rl0 sound to the 08K undeveloped 5.12 we resderMol kit to Ow south, 3.2 so residence to the wed, I I acre
resklerem to ft north
h. How does loical pvarnrnent zone the bad? I. Is the propomod pmod conablent with the mpploob zor"?
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to the pwomod adk* pod of an uun wommam resomAnmort propoman 0Y64 BNo
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If yes, by whom?
L isthe Propowdproject im 1- its Nm@onWP*0&mwmWWb0bWWdoes #kwgh a OYSS MIN* c3mA
Nallonal ReqiAmr kftd or elqUa property?
<Fom conumms an next Pew. RECEIVED
JUL 28 - -
DCM WILMINGTON, NG

Form DCM MP`1(POP 3 of 4)
m- M Are ttiare wMtanda on the WM?
M Are there aoeefai wa"wKis on the aft?
{fp tt yea to atlhr 0 or (1) Wwve, has a 401110millon been condmi ed?
(Aft f dootsntaabn, r av»gpW)
n, Desorba "kOnp wadawatar trembneit itsollrtias.
► one
a. Daecribe wrieft driric{rtQ wagesupply sourtre
None
P. Describe Q*do&rp etonn weer frwml;orfwd or treabram XYRONM.
None
Ac�t Ond 1m
a. VO the project be for Corrrraercafil, pu.*c, ar prime uae7
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Sym ❑No
®Prtratarcorrirriia�y
b. Give a brief description of purpose. uee, acid daily operations of gfa projacx wtMi oompiaia,
The meant is Proposhg 10 conduct nwtence to &W eXpanition at a resideritad dadwV feeflity and to conduct
rnatftefiance excavation to PravWe cortfinued woW soon&
c. Describe the proposed aetaln,cticn nwOwdology. types of cQnMtuarion eglipmant b be Used durOV tongtrucom, tM nunlbw of - _ .
Of egc,Onent and where it is to be stored.
StandStandard rf ie rrtaftfods and wilt be UAW1a � the pier. Materials and equiptnerd will be
ard onsite. A long reach excavator mw a w9M be used to conduct mechanical rMirtbenance
excavation A sWdsteer wd be used to off bad the MaWMted frmteriiie to be d4osed of onste, and contained by s*
tericino.
d. List all dev _
ebAn'►ara acevtliss You propaee.
The apples is proposing to conduct marKence, to and expaintion of a reakkirltat dock tacilty and to CwWuct
maunternance excavation to provide corftiued watts' access,
e. Are the proposed acerb"
t v is fife approrMnita two fifabfrbed
of an marMOV Poled, nsrrr ww* or
ar+aa FIRWOtl Isom Via pry p
g. WE iM proposed P aricirvaCh on any public comprara PLOW soolowa" of COW am
that the paW hss asiatilehad use or?
h. Demote tocostion and type of exiftv and proposed dbdwqpa at wratirs of ft ON".
None
i ► O WOSONSW or *brnwaW be diedwwrkft a
if yea. +gill Ilia diadiupad wad be of the stare aaii * we the mca,,, np water
j. is them any MIIIIPWn proposed?
If yea, Mach a nitigation proposal.
<FOM co tllluin on backs
❑Yea ONO IRMA
JUL.
or
bCM WILtili9NGM:.

Form DW mp-1 (Page 4 of d)
APPLICATION for
Mayor Development Penmit
1R addlI#on to this rawnPt W apron lean, (W f) ft WWAV Una below, atr a aysrtras6ie. mrrat be aubv~ In order liar the
Pe *"* to bs Corrspho- !lams N -- M are aAreys apptiCetie to any � +pry. i"lsases coawm * at6e oppliloaWn
aill8111PvcbiaR betdat as brio to P go r+rgtWed Blamer bstoeer.
a, R projed narrative.
b. An aoesaerts, dated work plat (wwkm ffgp plan viw aped acepe NA101tal drawings) dawn to *csls. Pieses Ids the prawn stature of ltte
p Wooed project. li any padw *Udy >wnplata? it prsvia,rely audf wkwd work. clear irsdkralie on rnaps, plate. to dlefinguieh
bsh~ work Computed and proposed.
C A aft or bonbon map that to sufliclendif detaied to guide agency peraorrrsl uriftmillor with the area to the side€.
d. A Copy of the dead state applicsitien only) or other ins6sxnont under which the applicant ciairns tilt to the atFacied propertme.
a. The approprkft ap>Ipicatim fee_ Chu* or rtw€wf order neWa peyable to DENR_
f. A to of the names and coranplete addresses ofthe adjacent water6at (riparian) landowners and signed return receipts as proof that such
ownena have received a Copy of the application and plow by cattllled =111_ Such landowners must be advised that d" hays 30 days in
which to subrrrt Cos invents on the prssposed project to the Division of Coastal Managernent
Nsrea VAwd Family €arcs, LLC ftWortiellY�aed, Mast** marisigior Phone No. 910-617-C47
Adairwsaa 7719 faitascsrnboro aweered llpwrL'r�lr�trt, NG
Nam* Joseph W. Nutted Rev Trust Phone, Noe 910-62D-SM
Address 7705 Masonboro Sound Road, Wtnrngion, NC 2UM
Norm pborm No.
Address
g. A lint of previous state or Ilimbral perrrAs mooed tot work on the projed tract Include p
and issuing dates.,
NC DepeRmerst of Conservation and Detvsloprnav Pom* to Pe fnt #125
Dredge and Fill
Marten Stevenson Wilard Apra 7.1970
h. Signed consultant or agent audwrizatior, fawn. it appbu eis.
i_ Wetland delaseatim t recom orrry.
j. A signed AEC turd notioe for projects in oCaarritant and W" arras. (MAt ba by property
k, A s taternent of compliance with the N.C. Em*aranenial Policy Aux (N,C,G,S. 113A 1-10), if necessary. tf the prod Wwokqn esep w d Wm
of public fiords or use of pubfie lands. attech a ablarrient docurrionting oDn"aeoe with the North Cana ErnykarrssenW Poky Act.
IWAP=177 L1 , I
i understand that any pern-kt issues in response to this application will aticsw only the dOvelopment d in the appUcation.
The project will be subject to the conditions and restrictions contained in the permit
I oertdf}r that I arts w tsorizeed to grard, and d* in iad grant Perrn"10n to representatroes of state and huWal rewm aWces to
enter on the af0remsildiOnsd lands in cornrnecdrxn with evaluating infwmaation roust to this permit ion p
monitoring of they project.
I further certify that the waft provided i1 ft application l to the bed of" knowliadge.
Date July 13, 2021 Print Name Willard Family pa LLC
W. Martin Willard, Member Managetr
Signature
4
Please indicate appbodwalachmairft pertaining to your proposed project.
ODCM MP-2 Exc vadon and FE Information ODCM MP-5 Bilges and Cutuecta
ODCM MP-3 Upland Development
MC M MP-4 Strucwre s Inforts tion RECEIVED
JUL 28
DCM WILMINGTC ,%,

INono bw
EXCAVATION and FILL
Aft*"tm to J"t A Pfro *w #w CAMA MlW FVtrform DCM IPa I ea arr. r o%sr ssafkrr d d+s .Iow
4PPScsfrn ed fdrs ID 04 propoyd prieL pbs" ihMtds sf Kopkmmmw kb Odom
[ "&% bsk'rrr v* PW"" 0f prrPoftd axrCM& 1 sndbf ll GOA%& Ali VdWW slraW Ms oM la #A0L
,�r�1,, 1 Aesssa C�sr
�+� , K% Kw c4" t F40 i
..... orwess w s�laits
1 25& 1 %3' 1 «I
Daps '�-A 2 +1,5
D�pilf ' 3 " 5 NA NA
.. M1M.il st uwrw t, e� +r�orrwr �o. a.lowr FRMror MIYI it a tyA.r �rr� �s r wrarw.t
ago ` r wft mW
xeat
s W w.s ffw riw r x..r,n.w fr�.r. ear.rrrtu a Mpn.,a aaxsgsw, r+ seer �aror,
P14 wAmwpd m"ftway"n(SAW *AMrtra(f O
a G&w � 1s (tl1�JT w wV bmm rw wa.4 pwAft fm
om w 13mv parr
M Dow" do pu"" of to No$ boom a
©roweb 0v aw to t of tlio.ra Go n awv
PwWIn25
.. tA�n a ompno w" h. OiMsrrkrrs of rrsssl a�a
On arts 12,6W sot. (app w 250 x 50)
a W By" Oft CNM t � eyes oft DIM ar./Mis IV srrw �?
� r,,., .Il.ati . trrMr a+r.lr,a parxirrbn ram r�...,w. t4 M � rrnw7
!lams
.. (q Ooss w'ew ana irrust oorirl wsr�dMawA l 0 om hs **" boa&
ta�I. rer.wvr� aa�.,.sawee �vL wstw� lap. &r awa fnfle snr�
ar afhsr w.ssnds M� i? KaAr t was Nr zr lrs� t!r Mow ■ & cim
ftwAm of ate. MI of dot {� K yea +rest wR Yt a
Dew DIM On
DIAL Ift
M OsIN a In woo of dgwW Ift 1 a mm
NA
RECF1'Vt I'?
RECEIVED AP 2 8
AUG 2 4 1; , DCIA WILMINt:. , :
DCM WILMINGTON, NC

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
(y ds plMi is a wood VW% m AiN 4 - ftxtam)
a. Type of Woes o ebltbiftzabon:
BINS&ead QRiprap p$raskwal ulU []tuber
c. Average diatanca waterward of NHW or NWL_ 4
Q. TYPO of won meter l:
V%O&Sheetpiie
g. Number of UPAM feet of fel to be pieced below warier level.
&AdleadA.hacM Q Romp
Brea atGrf'&fl / �r
i Source of fie material.
b. l eW:+�_
:
d. Maxitnttm distance waterward of NHW or NWL: V
f. ()) Hit Uwe been stiorellne erosion during preceding 12
neon tts?
lY.s QNo QNA
(9) tf yea, state amount of erosion and source of erosion amount
Infcarrna Lion.
saysral hest, exposed r00%
h. Typs of M Muriel.
4. '?TIER FALL ACTWTrIES � I a�ot
(� �e&e StaUftsUw)
appilcaboe
a (i) VyYI fill rnatee l be brottgtrt to the site? ®Y UN, QNA b. 01 M fig material be placed in comers w etlandstrrtw h (C. ft
If yes. subrnerg&d aquetic vegetation (SAV), ~ boom (SBA, or
(s) Amount of material to be pieced in the w&W ottW Welland % (%A&)? if arty boxes are provide itiea
(R) Dimensions of fill area rutabet of SqAM feet athuftd.
Purpose of
QCW QSAV
(lv) QSa
QWt
L Qae
an Describe the p "aaa of ew fa in thew ar ,
'.S. GiEi'hERLiL
a. How will excavated or AN material be kept on site ewer
controlled?
Silt fence
C. (t) VA dotal side be repaired as a result of the projed?
DYes SNo QNA
(f) If yes, explain what type and how they will be knpliertterted.
NIA
b. VAw type of won will be used (s.g., dragline,
becldve, or rgdrauk dredge)?
a barge
mounted wmavator and swdskw to Vanaport dsposel
material.
d• (r) VA wedands be camesed in tra to
s ? []Yes (@No QNA
0-) If Yes, exP#aie >t" that will be taken to avoid or ftiinimire
environmental itrlpacht,
IWA
,i* 73, 202i
Date Wd1wd F ly Ferm, LLC, W. m4ft . Mauer
Crown Paint Canal Maintenance �mema
,�'
i Nam
� CFIVFr
.
bCM WILMINGTON, NC

Form DCM MP-4
STRUCTURES
(Construction within PullMic Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1 use sure to cornpiete ail rather sections tat the Joint
Application that relate to this proposed project Please include all supplemental information
I. DOCKING FACILITY/MARINA CHARACTERISTICS
a (r) Is the docking facildylmarina
❑Commercial ❑PubIKJQov'ernrnent OFinvaterCommu ity
❑Thus section not applicable
b (1) VW the faddy be open to the general public?
Dyes ONO
c (i) DocMs) anWor pter(s) �}tMg d. (r) Are FrgW Pier% irtt uded? 51Yes ONo
(a) Number 4 iG'?N.x-�Scr 2 Gt It yes.
(ia) l.erigth 2$`i *? („��� cn�th ' , {b) Number 2
�jdthRVJ (rv) wi
'/"fY�' C++it�wafi �r� r) Length AQ
(v) Floating ❑Yes ®No (v) Ffdowl jNts (iv) Width 4
(y) Floating ❑Yes ONO
e (I) Are Platfomn incdoeded? ®Yes 014o
If yes
(r) Number
kW (nr)Wdth 1$"f q,
(v) Floating IYes OW
Note_ Roofed areas are eak:dWod fYDnr drlpNntr dimerrs ono
g () Number of Slops proposed
7
(b) Number of saps existing
4
i- Check once proposed type of ailing.
O Land W and 60=28 der"
OOpen water; dredging for basin and* channel
❑Open water; no dredging required
00ther; please describe.
maintgM gEoging of 2xistma ca" ApA
k typical butt length° 15' to 21'
m (i) VWN the Wilily have he pilings?
❑Yes ONO
(u) If yes number of tie pilings?
f. (i) Are Boatift included? OYes []No
If yes
(a) Number 4
(0) Length 12
(iv) Wdth B
rti Check all the types of services to be provided
O FUN service, including travel lilt androt rail, repair or
mairtanance service
[] Dockage. fuel, and marine supplies
® Dockage ('wet sips') ordy, nurreber or steps 6
❑ Dry storage; number of boats
❑ Boat rarnp(s), number of boat ramps
❑ Olhet, please describe
j Descttbe the typical boata to be served (e.g , open runabout,
charter boats, sad boats, mixed types)
center S skiffs- saAmits
I (q Will the facft be open to the general public?
❑Yes ONO
ARCeIVEr! All 14
AUG 2 4
DCM WII_MIN ON, NC

Form DCM MP-4 (Structures, Page 2 of 4)
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
❑ 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?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
RECEIVED
M. Is the marinaldocking facility proposed within a primary or secondary nursery area?
❑Yes ❑No JUL 14 2VI
DCM WILMIN T �.: t

Form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlandsimarsh (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)
a_ (I) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(4) Number
(iii) Length
(iv) Wdth
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.)
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc)
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s):
❑Commercial ❑Public/Government ®private/Community
c. Distance to be placed beyond shoreline 165
(Vote: This should be measured from marsh edge, if present.
e. Arc of the swing 10 feet
7. GENERAL
® This section not applicable
® This section not applicable
®This section not applicable
b. Average distance from NHW, NWL, or wetlands
El This section not applicable
b. Number 1
d. Description of buoy (color, inscription, size, anchor, etc.)
Red 12" Ball
JUL , i" ,

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
76' 235'
Note, For buoy or mooring piling, use arc of swing including length
of vessel_
c. Width of water body
1120'
e. (i) WII navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER
d. Water depth at waterward end of structure at NLW or NWL
2 1'
❑ This section not applicable
a. Give complete description:
The applicant proposes to replace the existing 4' wide, 270' pier and 16 xi 6 platform with a 6'X 284' pier with 16 x 16 platform
and 4' xl6' €loating dock.
Keep one of the 2 existing mooring bouys.
Replace the existing 6 x 14 floating dock with a 4 x 14 floating dock.
Construct 2 30' piers with 40' Tees and 4 elevator style boat lifts.
Construct 375' +1- bulkhead.
Conduct maintenance dredging within a existing previously permited canal.
July 13, 2021
Date
Crown Point Canal Maintence
Project Name
Willard Family Farm, LLC
W. Martin Willard
Member, Manager
Applicant Name
J,
Applicant Signature
RECEIVECy
JUL 14 �2f; it
DCM WILMINGTO; ,i-

SIGN UP SHEET
SCUPING MEETING
Willard Farm Canal Scoping Meeting Conference Call
Wihnington
New Hanover County
4/28/2020
Name
Cameron Weaver
X Kelly Johnson
X Rhonda Hall
Ken. Vafier
Holley Snider
-Agency
NCDEQ-DEACS
DEMLR/SW
DEMLR/LQ
NHC Planning
DWR
Phone
910-796-7303
910-796-7343
910-796-7312
910-798-7281
910-796-7215
Email
Cameron.Weaver(c&ncdenr. av
Kel1y.P.Johnsan(ctncdenr.ov
Rhonda_Hallgncdenr.aov
KVaf er(anhc ay.com
Holley. Snidernncdenr.gov
Robb Mairs
Patrick Amico
DWR-401
DCM
910-796-7303
910-796-7423
Robb. Mairsncdenr. 2ov
Patrick.Amico(j�ncdenr.gov
Tara MacPherson
Maria Dunn
Curt Weychert
Gregg Bodnar
Kathy Matthews
DCM
NC Wildlife
DCM
DCM
USFWS
910-796-7266
252-948-3916
252-808-2808
252-808-2808
919-856-4520
Tara.MacPherson�a.,ncdenr.gov
Maria. Dunn(u4nedenr.gav
Curt. WeychertLcyncdenr.gov
Gregg.Bodnargnedenr.gov
Kat n Matthews(_a-,) ov
Twyla Cheatwood
Greg Currey
W. Martin Willard
NOAA-NMFS
USACE
Applicant
252-728-8758
910-523-1151
910-617-4167
Twyla.Cheatwood(jj,noaa.gov
Gre .E.Curre usace.ann .mil
WMWillard,,& trmail.cam
Robert `Bud' Needham
Consultant
910-371-6082
office
needhambudgec.rr.com
NCDENR
WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE
WILMINGTON, NC 28405
9I0-796-7215, FAX [phone]

North Carolina Department of Environmental Quality
SC©PING MEETING REQUEST
Please complete all the information below. Calf and email the appropriate coordinator with the completed form.
• Asheville and Mooresville Regions - Alison Davidson 828-296-4698; alison.davidsoyAncdenr.gov
• Winston-Salem, Fayetteville and Raleigh Regions - David Lee 919-791-4204; david.lee(a)flcdenr. pov
• Washington Region - Lyn Hardison 252-948-3842; 1 n.hardison ncdenr. ov
Wilmington Region -Cameron Weaver 910-796-7265; cameron.weaverOncdenr.gov
Project Name: Willard Farm Canal Maintenance County: New Hanover
Applicant: W. Martin Willard Company: Willard Family Farm LLC
Address: 7719 Masonboro Sound Road City: Wilmington State: NC Zip: 28409
Phone: [phone] Fax: NA Email: wrnwillardogmail.com
Physical Location of Project: Same
Engineer/Consultant: Robert Needham Company: Needham Environmental
Address: 9100 Chadestowne Road SE City: Winnabow State: NC Zip: 28479
Phone: [phone] Fax: [phone] Email: [e-mail]
Please provide a DETAILED project narrative, pdf site plan and a vicinity map with road names along with this request form.
The project narrative should include the following when available:
Existing Conditions- List of existing permits, previous project name(s) or owner name(s), existing compliance or pollution incidents, current
conditions or development on site, size of tract, streams or wetlands on site*, stream name and classification, historical significance of property,
seasonal high water table elevation, riparian buffers, areas of environmental concern, setbacks
Proposed- Full scope of project with development phase plan, acreage to be disturbed, wetlands to be disturbed, waste treatment & water
supply proposed, soils report availability, % impervious surface, stormwater treatment and number of bmps, public or private funding.
*Relative To Wetlands -- Federal and coastal wetlands must be delineated by a US Army Corps Regulatory Official, Coastal Management Field
Rep or a qualified environmental consultant prior to undertaking work such as filling, excavating or laird clearing. The delineations must be
a roved bv the US Army Corps of Engineers (USACE) and/or the Division of Coastal Mana ement. Wetland delineations are valid for a
period not to exceed five years from date of USACE approval.
Please provide estimated investment & expected employment n rnbers: S100,000, 6 Jobs
For the scoping meeting, it is best to provide a list of questions and topics of concern. It is helpful to know what you hope to gain
from the meeting. Please have thoughts and presentations organized as much as possible to make the best use of time.
Agencies Involved: Check all agencies that may be involved with project:
❑ Marine Fisheries ❑ National Marine Fisheries ❑ U.S. Fish & Wildlife ❑ NC Wildlife Resources
❑ Coastal Management ❑ Land Resources (❑ Stormwater ❑Erosion Control) ❑ U.S. Army Corps of Engineers
❑ Shellfish Sanitation ❑Water Resources: (❑ 4011buffer ❑ NPDES ❑ Non -discharge ❑ Public Water Supply)
❑ Air Quality ❑ Solid Waste 0 UST ❑ Hazardous Waste ❑ Other ❑ Other
Other ❑ Other ❑ Other
NCDEQ Scoping Meeting
August 2018

ME
St Muting Notes -wit R 19
Project: FAM A�,
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DEMLR/
Erosion

qt�
ROY COOPER
Governor
MICHAEL S, REGAN
Secretary
BRAXTON C, DAVIS
Director
950 a�;aa
15046 6
NORTH CAROLINA
Environmental Quality
Scoping Meeting.- �
APPLICANTIAGE1VTIfidapq 0,'I � , E Ila,
not amd9a s,4ce i9 4 -&� S
I00'rf P,�sY fvrllr �f r Sri Mr-s,��Yif ��iv,
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DCM.-Ce.. -t1Cl✓Lr, � 6 r a�a Q Ir
1✓e��r,4tir�
r. f0Ca-1-73lI`1 �j C
FISHERIES: J,)7)MY tfa.'I ,son rr --
USA COE: rItI
ft,+rr7r� �b w�
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NCWRC MA.1-4 L��? m4a i 1 m� y Gcre a
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DWRIDEML-R:: joiIIb IVIa,? 5 eT
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MISC:
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fft- rt P-Um Qia�l[! f x
North Carolina Department of Environmental Quality 6 Division of Coastal Management
Wilmington Office [ 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

ROY COOPER
Gavefnw
EL17ABETH S. BISER
secretary
BRAXTON DAVIS
Director
Martin Willard
7727 Masonboro Sound Rd
Wilmington, NC 28403
Dear Mr. Willard,
NORTH CAROLINA
Emb-onwnta! Quality
August 24, 2021
The Division of Coastal Management hereby acknowledges receipt of your application for State approval for development
of the subject property located at 7719 Masonboro Sound Road, adjacent to Masonboro Sound in New Hanover County. It
was received as complete on August 12th, 2021 and appears to be adequate for processing at this time_ The projected
deadline for making a decision is October 261h, 2021. An additional 75-day review period is provided by law when such
time is necessary to complete the review_ If you have not been notified of a final action by the initial deadline stated
above, you should consider the review period extended. Under those circumstances, this letter will serve as your notice of
an extended review. However, an additional letter will be provided on or about the 75th day_
If this agency does not render a permit decision within 70 days from August 12th, 2021, you may request a meeting with
the Director of the Division of Coastal Management and permit staff to discuss the status of your project, Such a sheeting
will be held within five working days from the receipt of your written request and shall include the property owner,
developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development.
Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can be observed from a
public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-way
fronting your property; or at a point along the road right-of-way where a private road would lead one into your property.
Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State
or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of
my field report and/or comments from reviewing agencies.
Sincerely,
7
Bryan Hall
Field Representative
cc: Gregg Bodnar, DCM
Holley Snider, DWR
Martin Willard, Applicant
Cf ME
USACE
Christine Boufffard, LPO
Kathryn Thurston, City of Wilmington
North Carolina Department of Environmental Quality I Division ofCoasral Management
Wilitimgton Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.7961215

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ROY COOPER
Governor
ELIZABET H S. BISER
Secretory
BRAXTON DAVIS
Director
July 20, 2021
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice for:
NORTH CAROLINA
Environmental Quality
• W. Martin Willard
Hello: Please publish the attached Notice in the Friday, September 3, 2021 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior
to payment for newspaper advertising.
Please send the original affidavit and invoice far payment to Tanya Pietila at the NC Division
of Coastal Management, .1.27 Cardinal Drive Extension, Wilmington, NC 28405, 9I0-796-7226
(Customer No. 489895).
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Wilminaton office.
cc: NMC Files
Gregg Bodnar — MHC
USACE
EQz.�
ueffanmemd brvnwnnanm 1�
��Pk
eAlla
support & Customer Assistance
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS
113A-119(b) that the following applications were submitted for a development permits in Areas of
Environmental Concern as designated under the CAMA: On August 24, 2021, W. Martin Willard
proposed to perform maintenance & new excavation within a basin, canal & channel, install a new
bulkhead, installation of a new docking facility & replace an existing docking facility for a total of
seven (7) slips within the canal at 7719 Masonboro Sound Rai, adj. to the AIWW in Wilmington,
New Hanover County. Copies of these applications can be examined or copied at the office of Bryan
Hall N.C. Dept. of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive
Ext., Wilmington, NC 28405, [phone] during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, NC 28557-3421, prior to September 24, 2021 will be
considered in making the permit decision. Later comments will be accepted and considered up to
the time of permit decision. Project modification may occur based on review and comment by the
public and state and federal agencies. Notice of the permit decision in these matters will be
provided upon written request.
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office � 127 Cardinal Drive Extension j Wilmington, North Carolina 28405
910.796.7215

■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this Card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
ri g to
C
' 2 9 40 3"
A. Signature
X gent
"Wh'"Jfd Addressee
R. Received ted Names C. Data of Delivery
D. Is delivery address different from item 1 ? 1 Yes
If YES, eater delivery address below N0
3. Service Type ❑ Priority Maii Express@
❑ Adult Signature 13 Registered MailTm
❑ Adult Signature Restricted Delivery ❑ Registered Mail Restrcctet
V
�^ Certified MallO Delivery
9 9402 6672 1060848473 ❑ Certified Mail Restricted Delivery C] Signature Confrmation"A
❑ Collect on Delivery ❑ Signature Confirmation
M -n Delivery Restricted Delivery Restricted Delivery
7020 3160 0001 9592 0706 4ailail Restricted Delivery
Over U 0
PS Form 3811, July 2020 PSN 7530-02-000-9053 Dc�m tic ,Return Receipt
L 2t"
mat*�QQ* NC`

_ Qomplete items 1, 2, and 3. A. 51onature
■ Print our name and d address on the reverse �
so that we can return the card to you.
Ul
■ Attach this card to the hack of the mallpiece, B.N
ived by (P in 8 amen
or on the #runt it space IDermits. � � t i (
I. Art! le A -dressed to;
9
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❑ Addressee
Dat f Del
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D. is delivery address different from item 17 ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type - 0 Priority Mail Expresso
Q Adult Signature El Registered MatiT""
Adult Signature Restricted Delivery ❑ Registered Mail Restricted
0 Certified Mail@ Delivery
9590 9402 6672 1060 8484 66 0 Certified Mali Restricted Delivery ❑ Signature ConfirmationTM
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Article Number (Transfer 1` ' da l tin ®elivery Rear° QRlivery R stricted Delivery
f R i11f fit • • htrlu
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PS Form 3811, July 2020 PSN 7530-02-000-9053 Domestic Return Receipt
RECEIVED
JUL 28. ?r1— 1
DCM Wii_ IIN(-� 'c' N fir`

CERTIFIED MAIL- RETURN RECIEPT REQUESTED
#7020 3160 00019592 0706
and
Hand Delivered
July 13, 2021
Joseph W. Whitted Revocable Trust
Mr. Joseph W. Whitted
2208 Waverly Dr
Wilmington, NC 28403
Dear Mr. Whitted,
Willard Family Farm, LLC. is applying for a LAMA Major permit to conduct maintenance on and expand a
existing private residential docking facility and to conduct maintenance excavation within an existing
canal located at 7719 Masonboro Sound Road, in Wilmington, NC. The specifics of the proposed work
are in the attached application forms and drawings.
As the adjacent property owner to the aforementioned project, I am required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the
attached permit application and drawings.
Should you have any objections to this proposal, please send your written comments to Tara
MacPherson, District Manager, at 127 Cardinal Drive Extension, Wilmington, NC, 28405, within 30 days
of the receipt of this notice. Such comments will be considered by the Department in reaching a final
decision on the application. No comment within 30 days of your receipt of this notice will be considered
as no objection. If you have any questions on this project, please call me at 910-617-4167, or email me
at [e-mail].
Sincerely,
Martin Willard
Willard Family Farm, LLC
Member, Manager
I have received the application and drawings and have no objections to the project proposed above.
Ls�<W Whitte
Joseph W. Whitted Revocab! Trust
Enclosures
`aCM

CERTIFIED MAIL- RETURN RECIEPT REQUESTED
#7020 3160 00019592 0690
and
Hand Delivered
July 13, 2021
Nancy Higgins Seamans
7739 Masonboro Sound Road
Wilmington, NC 28409
Dear Ms. Seamans,
Willard Family Farm, LLC. is applying for a LAMA Major permit to conduct maintenance on and expand a
existing private residential docking facility and to conduct maintenance excavation within an existing
canal located at 7719 Masonboro Sound Road, in Wilmington, NC. The specifics of the proposed work
are in the attached application forms and drawings.
As the adjacent property owner to the aforementioned project, I am required to notify you of the
development in order to give you the opportunity to comment on the project. 'Please review the
attached permit application and drawings.
Should you have any objections to this proposal, please send your written comments to Tara
MacPherson, District Manager, at 127 Cardinal Drive Extension, Wilmington, NC, 28405, within 30 days
of the receipt of this notice. Such comments will be considered by the Department in reaching a final
decision on the application. No comment within 30 days of your receipt of this notice will be considered
as no objection. If you have any questions on this project, please call me at 910-617-4167, or email me
at [e-mail].
Sincerely,
Martin Willard
Willard Family Farm, LLC
Member, Manager
I have received the application and drawings and have no objections to the project proposed above_
5
ancy i ns Sea
Enclosures RECelS , ;-
Jug
VCM WILTV,

Hall, Bryan L
From: Hall, Bryan L
Sent: Monday, August 9, 2021 4:35 PM
To: Kathryn Thurston
Cc: William Martin Willard
Subject: 7719 Masonboro Sound Rd Square Footage
Attachments: D00080921-08092021162529.pdf, D00080921-08092021162542.pdf
Hi Kathryn,
I am working through a major permit application regarding 7719 Mason boro Sound Rd. I have attached the narrative
which states what is existing and what is proposed in the last paragraph, as well as the proposed drawing. I wanted to
make sure it met the city's square footage requirements before circulating it so if changes need to be made, they can be
made up front. Please let me know your thoughts.
Thanks,
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
bryan.l.hall(@ncdehr.gov
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Lau and may be. disclosed to third parties.

Electronically Transmitted
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-00467 County: New Hanover U.S.G.S. Quad: NC- Wrightsville Beach
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Willard Family Farm LLC
Martin Willard
Address: P.O. Box 858
WriEhtsville Beach, NC 28479
E-mail: wmwillard(4email.com
Size (acres) 0.28 Nearest Town Wilmington
Nearest Waterway ICW River Basin Onslow Bav
USGS HUC 03020302 Coordinates Latitude: 34.169452
Longitude:-77.849055
Location description: The Project area (Crown Point) is a proposed disposal area f50' by 250' in dimension) at 7719 Nlasonboro
Sound Rd. ad'acent to the ICW.
Indicate Which of the Following Apply:
A. Preliminary Determination
❑ There appear to be waters on the above described project arealproperty, that may be subject to Section 404 of the Clean Water
Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters have been
delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable_ The approximate boundaries
of these waters are shown on the enclosed delineation map dated DATE. Therefore this preliminary jurisdiction determination
may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of
impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a
preliminary ]D will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they
are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable
action, by contacting the Corps district for further instruction.
❑ There appear to be waters on the above described project area/property, that may be subject to Section 404 of the Clean Water
Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters
have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process.
Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWAIRHA
jurisdiction over all of the waters at the project area, which is not sufficiently accurate and reliable to support an enforceable
permit decision. We recommend that you have the waters on your project area/property delineated. As the Corps may not be able
to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can
be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waterson the above described project area/property subject to the permit requirements of Section 404 of the Clean
Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
We recommend you have the waters on your project area/property delineated. As the Corps may not be able to accomplish
this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that *Vt, er d by
the Corps.
❑ The waters on your project area/property have been delineated and the delineation has been verified by they o s. The
approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly�tgls'-you have
VCM WILMINGTO ..;.

SAW-2021-00467
this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps_ Once verified, this survey
will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in
the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official
identified below onDATE. Unless there is a change in the law or our published regulations, this determination may be relied
upon for a period not to exceed five years from the date of this notification.
© There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (LAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Brad Shaver at 910-251-4611 or
brad. e.shaverusace.arm .mil.
C. Basis For Determination: Basis For Determination: See the approved jurisdictional determination
form dated 03/10/2021.
D. Remarks: Desktop determination.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The del ineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 05/09/2021.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
J} ' Digitally signed by Brad Shaver
tt.(. _ f: k jkDate: 2021.03.1015:09; 18
Corps Regulatory Official: [ "" ;001
Date of JD: 03/10/2021 Expiration Date of JD: 03/09/2026 RECEIVED
DCM WILMINGTO N, N

SAW-2021-00467
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished(electronic):
Needham Env. attn: Bud Needham
RECEIVE� ,
JUL 14
DCM W[LMINGT—,

EIVED
NGTON. i,�C

RE
Applicant: Willard Family Farm LLC Martin Willard I File Number! SAW-2021-00467 Date: 03/10/2021
Attached is:
See Section below
❑ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
p,
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
EMUM the ab'"
at s! Niol-is
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized- Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section lI of this farm and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the pen -nit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PER.MIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
JUL 14 ;':r -.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION_ The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: Brad Shaver
CESAD-PDO
Wilmington Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 10M15
69 Darlington Avenue
Atlanta, Georgia 30303-8801
Wilmington, North Carolina 28403
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation, and will have the opportunLto participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Brad Shaver, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]
JL1L 14 ,
DCM WrLll 1MGT0t4, IVc

mU.S. ARMY CORPS OF ENGINEERS
s
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
I. ADMINISTRATIVE INFORMATION
Completion Date of Approved Jurisdictional Determination (AJD). 03/10/2021
ORM Number: SAW-2021-00467
Associated JDs: NIA
Review Area Location': State/Territory: NC City: Wilmington County/Parish/Borough: New
Hanover
Center Coordinates of Review Area: Latitude 34.169452 Longitude-77.849055
II. FINDINGS
A. Summary: Check all that apply. At least one box from the following list MUST be selected.
Complete the corresponding sections/tables and summarize data sources.
Z, The review area is comprised entirely of dry land (i.e., there are no waters or water
features, including wetlands, of any kind in the entire review area). Rationale: proposed
disposal area 50' by 250'
El There are "navigable waters of the United States" within Rivers and Harbors Act
jurisdiction within the review area (complete table in Section II.B).
El There are "waters of the United States" within Clean Water Act jurisdiction within the
review area (complete appropriate tables in Section II.C).
❑ There are waters or water features excluded from Clean Water Act jurisdiction within the
review area (complete table in Section TD).
B. Rivers and Harbors Act of 1899 Section 10 (§ 10)2
10 Name § 10 Size 10 Criteria Rationale for § 10 Determination
N/A. N/A. I N/A NIA. NIA.
C. Clean Water Act Section 404
Territorial Seas and Traditional Navigable Waters a 1 waters :3
a 1 Name
a 1 Size
a 1 Criteria
Rationale fora 1 Determination
N/A.
N/A. I N/A.
N/A.
NIA.
Tributaries a 2 waters
(a)(2) Name
(a)(2) Size
(a)(2) Criteria
TRationale fora 2 Determination
N/A.
NIA. I N/A.
I NIA.
I N/A.
Lakes and ponds, and impoundments of jurisdictional waters a 3 waters):
a 3 Name
a 3 Size
a 3 Criteria
Rationale fora 3 Determination
NIA.
NIA. I N/A.
N/A. I
N/A.
Map(s)lfigure(s) are attached to the AJD provided to the requestor.
If the navigable water is not subject to the ebb and ftw of the tide or included on the District's list of Rivers and Harbors Act Section 10
navigable waters list, do NOT use this document to make the determination. The District must continue to follow the procedure outlined in 33
CFR part 329.14 to make a Rivers and Harbors Act Section 10 navigability determination.
' A stand-alone TNW determination is completed independently of a request for an AJD. A stand-alone TNW determination is conducted for a
specific segment of river or stream or other type of waterbody, such as a lake, where upstream or downstream limits or lake borders are
established. A stand-alone TNW determination should be completed following applicable guidance and should NOT be documented
�}DIVE Form.
JUL 14 f ;.
Page 2 of 2 Form Version 10 June 2020_updated
OCM WILMINGTON, -

U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
M APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
q1 NAVIGABLE WATERS PROTECTION RULE
Adjacent wetlands a 4 waters
a 4 Name a 4) Size a)(4) Criteria Rationale for (a) 4 Determination
NIA. NIA. I NIA. NIA. N/A.
D. Excluded Waters or Features
Excluded waters b 1 — b 12 .4
Exclusion Name I Exclusion Size Exclusions Rationale for Exclusion Qetermination
N/A. I N/A. I NIA. N/A. N/A.
Ill. SUPPORTING INFORMATION
A. Select/enter all resources that were used to aid in this determination and attach data/maps
to this document and/or references/citations in the administrative record, as appropriate.
X Information submitted by, or on behalf of, the applicant/consultant: Needham Env.
This information is sufficient for purposes of this AJD.
Rationale: NIA or describe rationale for insufficiency (including partial insufficiency).
❑ Data sheets prepared by the Corps: Title(s) and/or date(s).
❑ Photographs: Select. Title(s) and/or date(s).
❑ Corps site visits) conducted on: Date(s).
❑ Previous Jurisdictional Determinations (AJDs or PJDs): ORM Number(s) and date(s).
❑ Antecedent Precipitation Tool: provide detailed discussion in Section 111.B.
® USDA NRCS Soil Survey: NHC
❑ USFWS NWI maps: Title(s) and/or date(s).
7 USGS topographic maps: NHC
Other data sources used to aid in this determination:
Data Source select
Name and/or date and other relevant information
USGS Sources
NIA,
USDA Sources
N/A,
NOAA Sources
NIA.
USACE Sources
N/A.
State/Local/Tribal Sources
N/A.
Other Sources
N/A.
B. Typical year assessment(s): N/A
C. Additional comments to support AJD: N/A
'Some excluded waters, such as (b)(2) and (b)(4), may not be specifically identified on the AJD form unless a requester specifically ks a Carps
district to do so_ Corps districts may, in case -by -case instances, choose to identify some or all of these waters within the review are; ECE I Y EC)
5 Because of the broad nature ofthe (b)(1) exclusion and in an effort to collect data on specific types of waters that would be covered by the
(b)(l) exclusion, four sub -categories of (b)(1) exclusions were administratively created for the purposes of the AID Form. These four sub-
categories are not new exclusions, but are simply administrative distinctions and remain (b)(1) exclusions as defined by the NWPR. J U i T f
Page 2 of? Form Versio4l'P6'iGirW' ON NC

q, NC

FOR REGISTRATION REGISTER OF DEEDS
REIESTRI T CHRISTIAN
NEW HA&R COUNTY NC
13 DEC 09 04.40 29 Ply
BK 45 PG 90-91 FEE; s11 00
Off 1 MUTE
MAP INDEX
V A�at-j
� 11 ,� '►1 F rrn LLC�
Name of Map
Owner's Name
Type of Mai): �, Subdivision
Condo
Highway
Book Pages(s)_
Number of Pages_ I
Additional
Comments:
Recorded BY:
epuEy Register of Deeds
RECEIVED
JUL 14 2V 1
DCM WILMINGTON, NC

&I
P
REBECCA T. CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
Filed For Registrations:
Book -
Document No.
WILMINGTON, NC 28401
1210812003 04.40.29 PM
PLAT 45 Page- 90-91
2003077875
PLAT 2 PGS $21.00
Recorder: KIMBERLY K CARDER
State of North Carolina, County of New Hanover
REBECCA T CHRISTIAN , REGISTER OF DEEDS
By: /1
Deputy/Assistant R aster of Deeds
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
RECEIVED
*2003077875* '°"'
DCM WILMINGTON ;i.;
2003077875

%0
1111N11111111,
FOR REGISTRATION REGISTER OF REEDS
REBECCA T CHRISTIAN
NEW H€WVER MNTY, NC
MDEC 1001.5912pM
BK 4124 PG 49 407 PEE $20 00
ISM 12N70
Prepared by Franklin E. Martin, Attorney, P.O. Box 929, Wilmington, NC 28402. No title
examination was conducted by the preparer unless the same is shown by his signed opinion.
Part Parcel #R06700-002-063-000
NORTH CAROLINA WARRANTY DEED
NEW HANOVER COUNTY
DATE: December. jam_, 2003
GRANTORS: MARTIN STEVENSON WILLARD and wife, GABRIELLE HOLMES
WILLARD
GRANTEE: WILLARD FAMILY FARM, LLC, a North Carolina Limited Liability
Company
ADDRESS: PO Box 858, Wrightsville Beach, NC 28480
WITNESSETH:
THAT the Grantors, for a valuable consideration paid by the Grantee, the receipt
of which is acknowledged, have and by these presents do hereby grant, bargain, sell and
convey unto the Grantee in fee simple all of that certain tract or parcel of land lying and
being in New Hanover County, North Carolina, and being more particularly described on
Exhibit "A" attached hereto and incorporated herein by reference.
TO HAVE AND TO HOLD the above -described property, to �Tlall
privileges and appurtenances thereunto belonging, unto the Grantee, its oand
RETURNED TO V:7' ��

assigns, in fee simple forever, subject to the following: the lien of New Hanover County ad
valorem taxes for 2003 and subsequent years, utilities easements and restrictive covenants,
if any, of record, and the terms and provisions of all applicable zoning and land use
ordinances, statutes and regulations.
AND the Grantors, for themselves, their heirs and assigns, covenant with the
Grantee, its successors and assigns, that the Grantors are seized of the premises in fee and
have the right to convey the same in fee simple; that the same is free and clear from all
encumbrances, except as set forth herein; and that the Grantors do hereby and will forever
WARRANT AND DEFEND the title to the same against the lawful claims of all persons
whomsoever.
IN WITNESS WHEREOF, the Grantors have hereunto set their hands the day
and year first above written.
Martin Stevenson Willard
Gabrielle Holmes Willard
NORTH CAROLINA
NEW HANOVER COUNTY
1, � -1 Ef. A4 J-, a Notary Public, do hereby certify
that MARTIN STEVENSON WILLARD and wife, GABRIELLE HOLMES WILLARD personally
appeared before me this day and acknowledged the due execution of the foregoing
instrument for the purposes therein expressed.
WITNESS my hand and official sal, thi he l Q day of December, 2003.
Notary Public
My commission expires:
87
(SEAL) 4 KOTAF?k
y = �l
EC Paz-oas 003
JUL 14
DCM WILMING i:}�' NC

EXHIBIT "A"
BEING all of Tract 2, containing 5.17 acres, mare -or -less, as shown on
the Map of Recombination for Martin Stevenson Willard and wife,
Gabrielle H. Willard and Willard Family Farm, LLC by Robert H. Goslee &
Associates, P.A. dated December 3, 2003 and recorded in Map Book 45
at Page 90, New Hanover County Registry, to which map reference is
made for a more particular description of subject property.
TOGETHER WITH all of Grantors' claims in and to the portions of the
above -described real property lying between the mean high water mark,
and the mean low water mark of Masonboro Sound, and also together
with all riparian rights appurtenant to the above -described property.
FWW2-04e EXi
RECEIVED
JUL t 4
DOM WILMINGTON, NC

M
REBECCA T. CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
Filed For Registration:
Book.
Document No
Recorder.
WILMINGTON, NC 28401
12/10/2003 01.59,12 PM
RE 4124 Page. 404407
2003078288
DEED 4 PGS $20.00
KIMBERLY K CARDER
State of North Carolina, County of Now Hanover
The foregoing certificate of FRANKLIN E MARTIN Notary Is certified to be correct This 10TH of December
2003
REBECCA T. CHRISTIAN , REGISTER OF DEEDS
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2003078288*
2003078288
RecelveD
JUL 14 O, f
0CM WILMINGraN, NC

Rev. 2--70 PMUT NO, 125
P�TTaD�Ea��LL
STATE OF NORTH CAROLINA-
DIEPARTMM OF CONSERVATION AND DFVELOpMT
Martin. Stevenson Willard
name
Route 3, Box 74
street address
WJl an
tome -city - -
New Hanover North Carolina 28401
county state -
This permit authorizes you to dredge and/or fill in the location and manner
requested by you in your permit application, subject to the following conditions:
That the project be carried out as proposed in application dated t4axch 8, 1970.
This permit is void if the above conditions are not adhered to and followed.
Notification of the completed project must be given this office upon its completion.
This permit mast be displayed with a copy of the application in the cab or pilot-
house of the vehicle working on the project, whichever is applicable, and be easily
accessible to Department of Conservation and Development personnel.
This permit is terminated on December 31 of the next year subsequent to the year
of issuance.
Any additional work or maintenance work om the project subsequent to the termina-
tion of this permit requires a new permit.
The pent, as approved with conditions, may be objected to by the applicant
or by interested State agencies within twenty days of the date of issuance by
giving written notice to the Department of Conservation and Development.
Applicant is advised of the requirement under Genera? Statute 9 -b.1 that
power -operated earth movIng equipment operating or to be operated in or on publicly
owned tidelands, publicly owned beaches, publicly owned marshlands, or navigable
waters within the State must be registered by the owner of the equipment with
the Department of Water and Air Resources.
April 7, 1970
r
Thomas L_ Linton, Commissi.oner ECEr�
Division of GOMMercial and S�
Sports
Fisheries
JUL 14
pCdU! WI LMtNGTON, NC

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_

STATE OF NORTH CAROLINA
DEPARTmENT OF T ANSPQRTATI()N
BEVERLY 1 AVES P[1RDUEIGI IVER NOR
TO WHOM IT MAY CONCERN:
EUGENE k CQVFL JR.
Sr'cxf=.t X-qy
The undersigned certifies that he is the Digital Imaging Mwiager, Photogrammetry Unit,.
Division of Highways; for the State of North Carolina Department of Trartsportation (NCDOT).
I certify that as such, I atn a custodian of records, which include photographs and digital images.
The photographs/digital images referred to herein were flown by the NCDOT
PhOtogran-wietry Unit on the following date of photography (DOP). The black and white original
negative was scanned at 1800 dots per inch.
Mission M-957, Exp.116: DOP: IG/I lf1971, acale = I' L00€1 .
Five times (SX) enlargement plotted at approximate scale of 1 "= 2001-
I attest that [Ile plot was made from innagery Iisted above and is a true copy as contained ill
the NCDOT Photograrnmetry Aerial Image Archive.
Witness my hand tllis the 711' day of February 29.12
i
Dan Spurling, Ploa-1 imagin! 11rlan ? :.
Unit, NCDOT
STATE OF NORTH CAIROLINA,. COUNTY OF WAKE
Sworn to and subscribed before me this 28th day of October, 2pl 1
Nvtrary ulalic
My commission expires: 1Q 30 IZO13
*Ground Sample Distance times 10,000 = Average Altitude above ground.
1aATI-WG ADDRESS:
Nr- DEPAt M.JENT OF TRANSPORTAHU4
PHOTOGRAMETRv UNrr
1585 MAIL SERV!CE CENTER
RALEIGH NC 27699-1585
TELEPHONE'. 9JI)-250-4170
FAX: [phone]
WEEIS1TE- WWiiY-D0H.D0T.STATE-NC-US
RECEIVED
MAY 0 7 2021
LOCATION:
DCM fiUlG�
Y r R COMPLEX
T
1 CQU BiReH RIDGE OVIVE
RALEtGH NC
A- --

RECEIVED
MM 0 7 20?1
DCM WILMINGTON, NC

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_.

Willard Family Farm, LLC
"Crown Point"
Martin 1' 111ard manauing partner 0
Proposed
• Canal maintenance dredgi
• Bulkhead
• Docks and Boat lifts
{ r Masonboro Sound Road '
a J.
7717
anal
Existing c,
F Site otiN,,ned
by Willard Family
since 1912

Existing Catwalk in Canal
Same Location
— fter 1950's Dynamite Excavation

NC Dept, of Conservation & Development
Pen -nit # 125
April 7, 1970
* Permitted Canal Length - 750 feet
• Permitted Canal Width - 20 foot bottom width
• Permitted Turning Basin - 40 foot X 40 foot
• Permitted Canal Depth — minus 3 feet mlw

8/24/2021
In Turning Basin Leaving Canal
_to
UUM WILMINGT N, NC
AUG 2 4 2021
0

View to Waterway
Wrightsville Beach Magazine article, June 2011
'"''Flo History ofUse
of canal
by
Crown Point Marine
(Emerson''illard)
Total of
6; boats
built
between
1970-1995
Af k
t

Erosion from Hurricane Florence 2018
r

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
August 27, 2021
MEMORANDUM:
�EQWM�� E
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
gregg.bodnar(a�NCDENR.gov
SUBJECT: CA MA / D&F
Applicant: W. Martin Willard
Project Location: 7719 Masonboro Sound Rd., adj. to the AIWW/Masonboro Sound, Wilmington,
New Hanover County
Proposed Project: Proposal to perform maintenance excavation within an existing basin and canal,
excavation of an access channel, install a new bulkhead along the northern side
of the access channel, install docking facilities within the canal and install a
docking facility northeast of the canal for a total of seven (7) slips.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grecyo Bodnar at the address above by September 24, 2021. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
PRINT NAME
AGENCY
SIGNATURE
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
DATE
E Q North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NORTH CAROLINA -
.,..e t or en.tronme W Waliy 910.796.7215

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TI Coastal Services, Inc.
387.E N. Omen Meadows Drive
Wilmington, NC 28405
910.821.135E
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Vertical Orel rn
Cenvonlon
M"W
NAVaa6
MIL W
From NOAA VD -turn
NC -Inland Waterways & Sounds
3
I
L.
WILLARD PROPERTY SURVEY
ATLANTIC INTRACOASTAL WATERWAY
NEW HANOVER COUNTY, NORTH CAROLINA
COLOR CONTOUR
LEGEND
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CONDITIONAL HYDROGRAPHIC SURVEY
PLAN VIEW - Bathymetry & Contours - June 2021
Notes: Rfu r' 1 v
1. Horizontal Datum: NC State Plane -Zone 3200, NAD83, Feet
2. Vertical Datum: Mean Low Water (MLW), Feet
3. Data collected by Ti Coastal on June 14, 2021, and represent conditions at that time.
Graphic Scale 4. Soundings are expressed in depths and in feet and tenths.
o• zs• so° too• t
0. Aerial imagery from NC One Map {2020j. .` V
g, Parcel Boundaries from New Hanover County GIS portal. I
Seats: 1°' R'1Do' 7. Edge- vegetation surveyed by RTK GPS rover.
8. Mean High Water line generated from 1.7' NAVD88jd.t' MLW enntour from survey da
0W0 NAME: 2021 _Willard Property Sumay_MLW.dwg y '� '4
DWG DATE: July 28, 2021 SURVEY; 6 :'J no 14, 2021
SCALE: 1" - 100' SHEET: 1 OF 3
014,

A
TYPICAL SECTION 7—
(not to scale)
aria m
Existing
Grade
7
7/7 DREDGE
a. 7FOOTPRINT.,
Ilk, -3.0'MLW
WIDTH VARIES 1.0
44,
DEPTH
-2.5'MLW
-3.0'MLW
VOLUME
1,793 CY!
2,134 CY
71
6 C5 C5 Ci 4 W (,I w W EDGE OF VEGETATION 6
DREDGE AREA MARSH IMPACT + + +
EGETATION
16,204 sf 860sf
0? It
SO
Vertical Data. N. t es:
C6nva . [on 1. Horizontal Datum: NC State Plane -Zone 3200, NA083, Pent
WILLARD PROPERTY SURVEY 7 Vertical Datum: Mean 1� Water (MEW), Feet
Rxw ATLANTIC INTRACOASTAL WATERWAY 3 Data collected byTl C-astal on June 14, 2021, and .p­rits- thattime.
4. Soundings are expressed in depths and in feet and tenths.
TI loastal NA%c683 NEW HANOVER COUNTY, NORTH CAROLINA Graphic Scale 5.2020Aerial imagery from NC One Map. 1971 Aerial Image from NC DOT Geo-refer d
o 25• so, using road centerlines and stationary structures visible In both irn e
I of D re�;.rgtpi. ai 'B
MLw CONDITIONAL HYDROGRAPHIC SURVEY scale.- 1" = 50' 971 Edge Vegetatlon Line digitized from 1971 GTAerlalL 0 m ed
TI Coastal Services, Inc. tram ECVand effietsr
387 R N From NOAA VDaturn
. Oraen Mead— Drhvir
Wilmington, NC 28406 NC -Inland Waterways & DWO NAME: 2021-Willard Property Sumey MLW.dwg
910.821.1360 PLAN VIEW - CANAL DETAIL - As Built & Current Condition WG DATE: July 26, 2021 SURVEY B!a! ft
I I [ SCALE: 11" -50' r%( -1 INI 1114§1

UPLAND E
DISPOSAL AREA
lb
fSid TAL W&LdNIilll fE
Denoted by flagging ('X') set by q ,
Bryan Hall and Tara MacPherson
on 5/19121
Surveyed in by T1 Coastal on
7/28121
T
y
O'x�yaFw,`q`T'
i
PLAN VIEW - Floating Dock Detail
SCALE: 1"
= 10'
Proposed Bulkhead —.1 4'
Coastal Wetland Line
f Xmana■/Ww mommagoi.
■*W SAW9
om■ tii1r�g
n.
ON nia
Mean High Water Line
Edge of Vegetation
Ramp
,11
61
Dredge Boundary
Floating Dock (6'x14')
Vertical Datmm
Conversion
TI _, oastal
-Mnw
t.i'
�,, navoaq
z.r
TI Coastal Services, Inc.
397•B N. Omen Meadows Drive
5ylimlDgton, NC 28405
�- MLN
From NDAA in
NC -Inland WetalrwaysVDatu8 Sounds
910.821.135a
details
x�
t �
COASTAL WETLAND LINE.,,
i
$
F
(see details below)
—
CROSS SECTION - Floating Dock Detail PLAN VIEW - Boat Lifts and Piers
Sketch - Not To Scale
Pier
Ramp
Floating Dock
Existing Grade
0' MLW
3'
iBulkhead
Dredge
SCALE: 1" = 15'
ProposeddBBulkhead Coastal Wetland Line
rrd■wrl 4r � rrragtt�a
■ r r r r
■now"MI t�rra� ��m
Mean �WighWaer Line ARIES
9'
Dredge Boundary
Edge of Vegetation
I
WILLARD PROPERTY SURVEY
ATLANTIC INTRACOASTAL WATERWAY
NEW HANOVER COUNTY, NORTH CAROLINA
CONDITIONAL HYDROGRAPHIC SURVEY
PLAN VIEW & CROSS SECTIONS - PROPOSED STRUCTURES
Repair and
Extension
le to -s.l
Contour
1
Elsiisting Idea° ' 1
{Damaged-Hurricanc
Florence)
PROPOSED
DREDGE
AREA
fm .
CROSS SECTION - Boat Lifts and Piers
Sketch - Not To Scale
Pier Boat Lift (up)
-----------
Existing Grade
Q' MLW
3'
Bulkhead
Boat Lift (down)
Dredge Area
Not ea:
I.Horizontal Datum: NC State Plane -Zone 3200, NAD83, Feet pq
2- Vertical Datum: Mean Low Water (MLW), Feet 'yL tM1s9J� E
3. Data collected byTI Coastal on June 14, 2021, and raps dp atthl
4. 2020 Aerial imagery from NC One Map.
Graphic Scale
S. Proposed bulkhead to be placed behind the Coastal Wetland Llne.
W 2T sq
6. Floating Dock and goat Lifts are approximate locations. FinaE location II detgrfhtrye(1
by edge of actual dredged areas. 11 utuL
1. Drawings of boat lifts are sketches, actual dimensions wEll he� dminEd by make and
Bale: 1" m 50'
model.
DWG NAME: 2021 Willard Property Survey_MLlil
DW6 DATE: July 28, 2021
SURVEY DAT $ it +
SCALE: 1" = 50'
ET: 3 OF 3

Major Permit Fee Schedule
(J'WMol5m�v" V,,�A
Project Name:.
YVAUV �70 t 0
bwak MaAvi-�,waou_
County: Check No & Amount:
Nor 4IC61� $4UD
DCM %
DWQ %
Development Type
Fee
(14300160143510009316256253)
(2430016024351000952341)
I. Private, non-commercial development
that does not involve the filling or
$250
100% ($250)
0% ($0)
excavation of any wetlands or
open water areas-
H. Public or commercial development that
does not involve the filling or excavation
$400
100% ($400)
0% ($0)
of any wetlands or open water areas:
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,S, C, or D below applies:
III(A). Private, non-commercial
development, if General Water Quality
$250
100% ($250)
0% ($0)
Certification No_ 4175 can be applied:
III(B). Public or commercial development,
if General Water Quality Certification
$400
100% ($400)
0% ($0)
No. 4175 can be applied
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
$400
60% ($240)
40% ($160)
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
III(D). If General Water Quality
($400
60o
�o ($240)
40 /o
0($160)
Gertcation No. 4175 cannot be applied:
IV. Development that involves the filling
andlor excavation of more than one acre
$475
60% ($2$5)
40% ($190)
of wetlands andlor open water areas: