20161048 Ver 2_CAMA Application_20170714

Coastal Management
ENVIRONMENTAL QUALITY
July 10, 2017
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD-ncdenr.gov
Fax: [phone] (Courier 0416-33)
SUBJECT: CAMA /Dredge & Fill Application Review
Applicant: Jeff and Jill Morris
Project Location: 228 Seacrest Dr., adjacent to Motts Channel/ Greenville Sound,
on Wrightsville Beach, New Hanover County
Proposed Project: to replace an existing failing bulkhead and stabilize additional shoreline
with a new bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by August 2 2017. If you have any
questions regarding the proposed project, contact Courtney Spears 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.
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.
SIGNED DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Jeff and Jill Morris c/o Stephen Conway
2. LOCATION OF PROJECT SITE: 228 Seacrest Dr. adjacent to Motts Channel and Greenville Sound, on
Wrightsville Beach, New Hanover County.
Photo Index - 2006: 22-7424 P-12 Lat: 34012'50.64"N Long: 77°4831.60"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 6/21/17
Was Applicant Present — Yes (agent)
5. PROCESSING PROCEDURE: Application Received — 6/29/17
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Wrightsville Beach
Land Classification from LUP — Conservation and Developed
(B) AEC(s) Involved: PTA, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Municipal
Planned — N/A
(F) Type of Structures: Existing — Single family residence, four (4) slip docking facility, timber
bulkhead, riprap
Planned — replace failing bulkhead with new vinyl bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal
58 sq. ft.
Wetlands)
(B) Non -Vegetated Wetlands
35 sq. ft.
(Open water)
(C) Other (High ground)
4400 sq. ft.
(D) Total Area Disturbed: 4493 sq. ft. (.1 acres)
(E) Primary Nursery Area: NO
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to replace a portion of failing bulkhead and stabilize the
shoreline with a 220' vinyl bulkhead.

Jeff and Jill Morris
Page Two
9. PROJECT DESCRIPTION:
The project site is located at 228 Seacrest Dr., adjacent to Motts Channel and Greenville Sound, in New
Hanover County. The property in located in the Town of Wrightsville Beach. To locate the property
travel east approximately 1 mile from Military Cut -Off Road (N.C. Highway 76) towards Wrightsville
Beach. From the drawbridge, continue heading east on Causeway Drive (N.C. Highway 76) and take
the immediate right on Keel St. Take the first left on to Seacrest Dr. and the property of interest would
be located on the right.
The applicant's property contains a two story single family home and is approximately 0.3 acres and
averages 6' above mean sea level with 220 linear ft. of shoreline. An existing timber bulkhead
measuring approximately 60' in length stabilizes the western shoreline and rip rap measuring
approximately 118' in length by 5' in width stabilizes the remaining shoreline to the east. Waterward of
the bulkhead is a private docking facility that extends into Motts Channel which could accommodate
up to four (4) vessels. Upland vegetation consists of ornamental shrubbery and lawn grass. Just
waterward of the existing bulkhead is an area of coastal wetlands averaging approximately 80 ft. in
width. This area is vegetated primarily with Smooth Cordgrass (Spartina alterniflora). The existing rip
rap was authorized on 10/29/15 under General Permit NO. 66164D to stabilize the existing shoreline
and represents the current Normal High Water (NHW) and Coastal Wetland line. CAMA Major Permit
No. 17-17 was issued on 2/17/17 for development of a new, private, 4 -slip docking facility. A pier
measuring approximately 85 ft. long by 6 ft. wide originates from the existing bulkhead over coastal
wetlands terminating at an L-shaped covered gazebo measuring approximately 14 ft. long by 16 ft.
wide. The floating dock, measuring 65 ft. long by 6 ft. wide, extends waterward from the gazebo into
Motts Channel with an associated 15 ft. long by 16 ft. wide boatlift at the eastern terminal end of the
floating dock. The docking area is authorized to be excavated to a final depth of -6 ft. below NLW. The
facility extends approximately 91 ft. into Motts Channel, which measures approximately 365 ft. across
in this area. The terminal end of the docking facility is approximately 20 ft. landward of the Town of
Wrightsville Beach's Pierhead line and is approximately 23 ft. landward of the 80 ft. USACE Channel
setback.
The Wrightsville Beach Land Use Plan classifies adjacent waters as Conservation, and the adjacent high
ground portion of the project area as Developed. The area surrounding this section of the AIWW is
mostly residential development. The waters of Motts Channel, which are included in the Wrightsville
Recreational Area, are classified SB# by the Division of Water Resources. They are NOT designated as a
Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they are CLOSED to the
harvest of shellfish
PROPOSED PROJECT:
The applicant proposes to replace a portion of failing bulkhead and stabilize the shoreline with a 220'
vinyl bulkhead. The vinyl bulkhead would be vibrated in just waterward of the failing approximately 60'
section timber bulkhead, filling approximately 58 square feet of Coastal Wetlands consisting of Smooth
Cordgrass (Spartina alterniflora). There is currently 1'-2' of riprap at the base of the failing timber
bulkhead that would be removed and placed landward of the new vinyl bulkhead.

Jeff and Jill Morris
Page Three
The remainder of the vinyl wall would be vibrated in along the base of the existing riprap revetment
measuring approximately 118' in length along the eastern portion of the property following the
approximate NHW mark. The application proposes to backfill approximately 10' behind the new
bulkhead using clean sand with topsoil. The total disturbed area would be approximately 4493 square
feet, 4400 square feet of which would include the tie back system. The application states the area
would be stabilized by silt fence as needed and will be sodded upon completion. The adjacent
shorelines to the east and west are stabilized with timber bulkheads, and the vinyl bulkhead would tie
into those adjacent bulkheads.
10. ANTICIPATED IMPACTS
The proposed new vinyl bulkhead would result in the filling of approximately 58 square feet of Coastal
Wetlands consisting of Smooth Cordgrass (Spartina alterniflora). Approximately 60 square feet of
public trust area and estuarine waters would be filled during construction. The wall would extend a
maximum of 1' waterward of the existing failing timber bulkhead, and would be constructed at the
base of the existing riprap, approximating NHW. The area would be filled with clean sand/topsoil and
sodded to stabilize upon completion of construction. The high ground disturbance would be
approximately 4400 square feet. Minor turbidity increases can be expected during the construction
process.
Submitted by: Courtney Spears Date: 7/6/17 Office: Wilmington

Southeastern Coastal Construction Company, Inc.
DBA Southeastern Marine Contractors
Stephen B. Conway, Owner -Unlimited Contractors License & Fully Insured
910.538.9737 6252 Towles Rd, Wilmington, NC 28409
June 28, 2017
Proiect Narrative
Project Address: Jeff Morris Bulkhead Project
228 Sea Crest, Wrightsville Beach, NC 28480
Mr. and Mrs. Jeff Morris would like to install a bulkhead at this property, 228 Sea Crest, for the
purpose of raising the elevation of their lot to keep the saltwater out of their yard and pool at
high tides along with replacing their old wooden bulkhead which is currently failing.
Mr. and Mrs. Morris currently have 58.30 feet of wooden bulkhead where the new pier structure
has been constructed. There is Spartina grass in front of 24 ft. of this existing bulkhead. There is
161.25 ft. of rip rap to the East of the lot, behind the MWH line.
We would like to vibrate vinyl sheet pile in at the base of the rip rap and in front of the wood
wall and back fill behind the new bulkhead. The fill will be brought to the site from an offsite
mining pit. We will use silt fence during construction where needed and once the project is
complete, the yard will be landscaped with sod in order to stabilize the back fill.
Thank you for your time and consideration of this project.
Stephen B. Conway, Owner
Southeastern Coastal Construction Company, Inc.
910.538.9737/[e-mail]
RECEIVED
DCM WILMINGTON, NC

nrrucUIoxror
major Development Permit'
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT.
<Form continues on back> RECEIVED
DCM WILMINGTON, NC

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Ire,
d. Approximate eYevatWn of tract above NHW (normal high water) or
NW L (normal water level)
Subdivision Name
'
City A j
�
Statte�
Zip
Z�� �
E
V�Irti ✓tll�'
Ivy
Phone No.
of No.(s) (if many, attach additional page with list)
(� n
539- 4 13 q ext.
es ❑No CNA
a. In which NC river basin is the project located?
b. Name of body of water nearest to propose project
�a .e
� D c�iv1v►
c. Is the water bo identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.'14 .
Natural ❑Manmade ❑Unknown
e. Is proposed work within city limits or planning jurisdiction?
Yes ❑No
f. If applicable, list the planning jurisdiction or city limit the proposed
work fall
�Awi�in.
4. Site Description
a. Total length of shoreline on the tract (ft.)b.
z I --fey
Size of entire tract (sq.ft.)
tl 06
I 5
c. Size of individual lot(s)
d. Approximate eYevatWn of tract above NHW (normal high water) or
NW L (normal water level)
(If many lot sizes, please attach additional page with a list) _
�. i' NHW or CNWL
E
s now on tract
�,s
g. Identify and describe the existing land uses adwiacent to the proposed project site.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable).
es ❑No CNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ❑No A
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ❑No A
,i o....:. -t.,. 1; � A — alinihla nrnnAr1v?
. National -eg's ei —
<Form continues on next page>
RECEIVED
DCM WILMINGTON, NC

Form DCM MP -1 (Page 3 of 4)
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
o. Describe existing drinking i water�upply source.
A
p. Describe existingst�o4 ter management or treatment systems.
Il Ryt�
APPLICATION for
Major Development Permit
les ❑No
/Ixyes ❑No
es ❑No
5. Activities and Impacts
a. Will the project be for commercial., public, or private use?
❑Commercial ❑Public/Government
rivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
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 isto be stored. LqSA elf' �c`� ,a� boas
t- 710
�'!
•.XtG/® l.7 �
d. List all development activities you propose. (�
e. Are the proposed activities maintenance of an existing project, new work, or both?
I. What is the approximate total disturbed lapd area res'ulti g from the proposed project?A�
A� r r
Ali�Sq.Ft or ❑Acres
a /
g. Will the proposed prbfect encroach on any public easem nt, public accessway or other area
❑Yes o ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
i. Will wastewater or stormwater be discharged i o wetland?
❑Yes o ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ❑No ❑NA
j. Is there any mitigation proposed?
❑Yes Xo ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
,ECcIVED
DCM WILMINGTON, NC

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) – (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name LA,r?(tl g p g Phone No.
Address A/� �� ��� 01�� ir�.�lt���r� f �f�
E-
Name r n Phone No.
AddressInk
Name cr Phone No.
Address
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 (Q P "- Print Name
Signatu
Please indicate application attachments pertaining to your
nDCM MP -2 Excavation and Fill Information
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
sed project. —
QDCM MP -5 Bridges and Culverts
,E" ziVCD
NC

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1. EXCAVATION Phis 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.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV),.shell bottom.(SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL his section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes (:]No ❑NA
(ii) If yes. where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
DCAA 41IL4INC-10U !U : -
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION Phis 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.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV),.shell bottom.(SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL his section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes (:]No ❑NA
(ii) If yes. where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
DCAA 41IL4INC-10U !U : -

3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Structures) .
a. Type of shoreline stabilization: b. Length:
yBulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
Width: " l mc.""06
d. Maximum distance waterward of NHW or NWL:
f. _ (i) Has there been shoreline erosion during preceding 12
months?
❑YesNo ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed.below water level. h. Type of fill material.
Bulkhead backfill Riprap V,J 0'. %I-- �-�
Breakwater/Sill . Other
i. Source of fill material.
4. OTHER FILL ACTIVITIES C1 This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? NIIves ❑No []NA _b..__.(i)._Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands -(WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water J number of square feet affected.
(iii) Dimensions of fill areae,®jl.W _(-❑SAV T ❑SB
-- -
(iv) Purpose of fill OWL
[]None
(ii) Describe the purpose of the fill in these areas:
k6j Ai/k1
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? y backhoe, or hydraulic dredge)?
b' FW
AN ✓I
C. (i) Will navi onal aids be required as a result of the project?
❑Yes (o ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be�,ci�ossed in transporting equipment to project
site? ❑Yes L�Qvo ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
-'2 2:-- 7 -5- a
Date Ap i an
Project Name Applica Sig!
e
t RECEIVED
DCM WILMINGTON, NC

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Skp Q-A Ccv.' CCALY
bran A
RECEIVED
DCM WILMINGTON, NC

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Tic rk S I.,
c —31 -f c� Jill
'Sca- I't
RECEIVED
DCM WILMINGTON, NC

mpfrtj b('t-)Ktwagtat'
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IN
RECEIVED
DCM WILMINGTON, NC

LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
Pe rw,:4edl N c;� S�.rk c. � e 'tit &.,C�e_
LINE TABL
BEARING
Scale: 1"= 50'
r30.7�1
Low voter
LENGTH
D" E
41.42
i" W
16.81
�" W
14.65
i" W
14.24
" W
18.19
" W
15.25
" W
14.10
" W
14.11
" W
12.88
" w
38.40
" W
19.25
" E
0.65
Scale: 1"= 50'
r30.7�1
Low voter
Line-
ineSubmerged
Subm'e'rged
�JI
Lands
1
VVIP
I `
L9
�A . .
�
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a
,Ijef�heoa
J
IJ
°e
I
toV
J iQ 4
W950
'
PAs —
�� sr
C,9G
Site
VICINITY MAP x 1:s.
14yj '
i,
Pier- 16'-
F
b'eF.-oM „+�kr� L're
'i
1 I iV f Lot 131 K\
Co
Comer of kj 0.30 AC. \
Bulkhead v
Bulkhead \
N a. 4J
1 O
C31
n Lot 82 /
Existing /
Lot 80 o Dwelling 1 0V.
Lot 83
Lot 79 1 0 2 Shore Acres
MB 7/Pg 74
Shore` Acres O
MB 7 1g 74 / Legend:
/
Tie Lige" 9
00'0 E O Existing Iron Pipe
S S I i 1 C1 `�\ / 40 New Iron Pipe
59 9
i� 1 �- �C El Existing Monument
N,/,(rye \ \ ' Existing Piling
acrest Drive
/Inset / ( 50' Public R/W
1(NTS)
CURVE TABLE
r
CURVE DIRECTION��
SURVEY FOR:
C1
I, Paul D
Jeff Morris . Talbot, do certify that
this actual survey and map was ���������",,,,��
228 Seacrest Drive Performed and drawn under my A,,,�AR
��N Rpt
Lot 81, Extension 3
supervision in accordance with ����0 oEESS�0"
Shore Acres "The Standards of Practice for ys 9
Land Surveying in North Carolina
Wrightsville Township, New Hanover County, NC witness my original signature, = SEAL a
Date: July 14, 2016 license number and seal.
Surve ���
y Reference: suRVE'���
Deed Book Aq� : .
Map Book 2M Page fiz Paul D. Talbot, P.L.S.
Z Page ]A L-4099 D. -T
Z
This property is located Talbot Land Surveying p
I within a C i Special Flood Hazard Area. 170 Lafayette Street �
Wilmington, North Carolina 28411
Project AIM Map Firm m License
1- _� Drafter: pJZj Phone: [phone] C-2722
Faz: [phone]

M
&I t I bUIplud
\� 'I 1 -ow Woter 1-ine
/1 Submerged'
ILands
I Lot 81
Corner of 0.30. Ac.
Bulkhead -� 1
bcale
50' 25' 0' 50'
�qo
Site
VICINITY MAP N.T.s.
•
v
� � T00 \
� u)
LINE TABLE
u L0
4
b ;.
LINE
BEARING
LENGTH
L1
S 86'00'00" E
41.42
L2
S 82'04'46" W
16.81
L3
S 44'57'57" W
14.65
L4
S 25'20'15" W
14.24
1-5
S 10'54'19" W
18.19
L6
S 14'43'17" W
15.25
L7
S 45'06'55" W
14.10
L8
S 82'53'56" W
14.11
L9
N 70'48'43" W
12.88
L10
N 38'33'44" W
38.40
1-11
N 03'22'35" W
19.25
L12
S 19'43'46" E
0.65
\� 'I 1 -ow Woter 1-ine
/1 Submerged'
ILands
I Lot 81
Corner of 0.30. Ac.
Bulkhead -� 1
bcale
50' 25' 0' 50'
�qo
Site
VICINITY MAP N.T.s.
•
v
� � T00 \
� u)
\ CURVE TABLE
CURVE DIRECTION CHORD
C1 S 80'51'11" E 13.85'
SURVEY FOR:
Jeff Morris
228 Seacrest Drive
Lot 81, Extension 3
Shore Acres
Wrightsville Township, New. Hanover County, NC
Date: July 14, 2016
Survey Reference:
Deed Book 2739 Page §;�Q
Map Book.Z Page 74
This property is located
within a Special Flood Hazard Area.
Project K= Map Name:163_ 1.dwg Drafter:EU
I, Paul D. Talbot, do certify that
this actual survey and map wasCARo"",�
Bulkheaa
u L0
4
b ;.
/ \
Standards of Practice for
Land Surveying in North Carolina"
N o
m W
/
witness my original signature,
T
license numb and seal.
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0
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+ Lot 82
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\
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Lot 80
Dwelling o �•`F
/Acres
Lot 83 /
Firm License C-2722
�f<3'
"
Shore
Lot 79
D MB 7/Pg
74
N
Shore\Acres
MB 7
J
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/
Legend:
O Existing Iron Pipe
Tie One" E
g6.06 00 i
C�
• New Iron Pipe
El Existing Monument
S g9 9�i \ ! �-�
Seacrest \
• Existing Piling
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/Inset \ j
( 50' Public R/W )
I (Nn)
\ CURVE TABLE
CURVE DIRECTION CHORD
C1 S 80'51'11" E 13.85'
SURVEY FOR:
Jeff Morris
228 Seacrest Drive
Lot 81, Extension 3
Shore Acres
Wrightsville Township, New. Hanover County, NC
Date: July 14, 2016
Survey Reference:
Deed Book 2739 Page §;�Q
Map Book.Z Page 74
This property is located
within a Special Flood Hazard Area.
Project K= Map Name:163_ 1.dwg Drafter:EU
I, Paul D. Talbot, do certify that
this actual survey and map wasCARo"",�
performed and drawn under my
supervision in accordance with
"The
��o
,��Of FEss/ N,y
C3 ->'
Standards of Practice for
Land Surveying in North Carolina"
= SEAL
witness my original signature,
= _ L_,4a99
license numb and seal.
''��A�►�D.�
l
Paul D. Talbot, P.L.S. L-4099
Talbot Land Surveying, Iw.•
170 Lafayette
Streetw z�.
Wilmington, North Carolina 2841g�Rpr
Firm License C-2722
Cr `
Phone: [phone] Fax: [phone]

M
Pra�Oos c.lKl�c�cl Cale: i
50' 25' 0' �
PHYSICAL SURVEY
\/ low Wo Line
Submerged /1 Submerged
' Lands
I a
I
Lot 81
Corner of� 0.30 Ac.
Bulkhead
..3
cqG
Site
VICINITY MAP N.T.s.
•
LINE TABLE
this actual survey and map was
LINE
BEARING
LENGTH
L1
S 86'00'00" E
41.42
L2
S 82'04'46" W
16.81
L3
S 44'57'57" W
14.65
L4
I S 25'20'15" W
14.24
L5
S 10'54'19" W
18.19
L6
S 14'43'17" W
15.25
L7
S 45'06'55" W
14.10
L8
S 82'53'56" W
14.11
L9
N 70'48'43" W
12.88
L10
N 38'33'44" W
38.40
L11
N 03'22'35" W
19.25
L12
S 19'43'46" E
0.65
\/ low Wo Line
Submerged /1 Submerged
' Lands
I a
I
Lot 81
Corner of� 0.30 Ac.
Bulkhead
..3
cqG
Site
VICINITY MAP N.T.s.
•
CURVE TAI
CURVE DIRECTIOP
i
C1 S 80'51'11"
SURVEY FOR:
Jeff Morris
228 Seacrest Drive
Lot 81, Extension 3
Shore Acres
Wrightsville Township, New Hanover County, NC
Date: July 14, 2016
Survey Reference:
Deed Book 2739 Page Uq
Map Book Z Page 74
This property is located
within a Special Flood Hazard Area.
Project #:1631 Map Nome:1631.dwa Drafter: as
I, Paul D. Talbot, do certify that
$
this actual survey and map was
/
N �
o
a
o Wd
�
/
Z4 r s
0
a
00
witness my original signature,
/
4 o•-
C '°
Existing 04 ►)
Lot 82
o
Dwelling o uN/
Lot 83
Lot 80
wz
Shore Acres
/
Lot 79
MB 7/Pg 74
N
O
Shore`Acres
/
J
/ Legend:
M8 7 Pg 74 -t
O Existing
Iron Pipe
Sie• L�, E
56.13000
Ci
New Iron
O Existing
Pipe
Monument
S 59.92-1 L�
%Seacrest
• Existing
\
Piling
Drive \
/Inset \
50' Public R/W )
I (Nn)
CURVE TAI
CURVE DIRECTIOP
i
C1 S 80'51'11"
SURVEY FOR:
Jeff Morris
228 Seacrest Drive
Lot 81, Extension 3
Shore Acres
Wrightsville Township, New Hanover County, NC
Date: July 14, 2016
Survey Reference:
Deed Book 2739 Page Uq
Map Book Z Page 74
This property is located
within a Special Flood Hazard Area.
Project #:1631 Map Nome:1631.dwa Drafter: as
I, Paul D. Talbot, do certify that
this actual survey and map was
��` Cq�RO��,,��
! �.,
performed and drawn under my��
supervision in accordance with
"The
•• „•
;�`�� .11 ESS
Standards of Practice for
Z4 r s
Land Surveying in North. Carolina"
1
= I SEAL
witness my original signature,
,
license number and seal.
' • <-4099
�� '���•,.�,_ SUR`�y��•'�
�nnnu��
z
Paul D. Talbot, P.L.S. L-4099
Talbot Land Surveying, Ing..
170 Lafayette Street O
Wilmington, North Carolina 2844
Firm License C-2722
Phone: [phone] Fax: [phone]f