20180948 Ver 1_CAMA Application_20180706

Coastal Management
ENVIRONMENTAL QUALITY
June 29, 2018
2 0 1 8 0 9 4 8
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
FROM: Courtney Spears, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 courtney.spears(a)-ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Wilkinson Family Trust
Project Location: 101 Bland Alley, adjacent to Topsail Sound, in Sun` City, Pender County
Proposed Project: to excavate an access channel and boat basin associated with an
existing docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Courtney Spears at the address above by July 25, 2018. If you have any
questions regarding the proposed project, contact Jason Dail 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
1. APPLICANT'S NAME: Wilkinson Family Trust c/o Doug Wilkinson
2. LOCATION OF PROJECT SITE: 101 Bland Alley, adjacent to Topsail Sound, in Surf City,
Pender County.
Photo Index — 2006: 25-6585, N-15
State Plane Coordinates - Lat: 34°23'48.11"N Long: 77°35'26.95"W
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 6/20/18
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received Complete — 6/25/18
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Surf City
Land Classification from LUP — Developed / Conservation
(B) AEC(s) Involved: EW, PT, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Septic System
Planned - None
(F) Type of Structures: Existing — Residential home, pier and docking facility.
Planned — Dredge an access channel boat basin around an existing
docking facility.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
0C_
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
1,556 sq. ft.
(Open water
+/- 172 cu. ds.
(C) Other — High ground
+/-40,000 sq. ft.
(D) Total Area Disturbed: Potential to disturb up to 4,156 sq. ft. (<1 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
PROJECT SUMMARY: The applicant proposes to excavate an access channel and boat basin
around/beneath an existing docking facility.

Wilkinson Family Trust c/o Doug Wilkinson
Page Two
9. PROJECT DESCRIPTION:
The subject property is located at 101 Bland Alley, adjacent to Banks Channel and Topsail Sound, in Surf
City, Pender County. To fmd the property from the Wilmington Regional Office, take Highway 17 North
from Wilmington approximately 20 miles and turn right on N.C. State Highway 210. Travel approximately
2.8 miles to the intersection ofNC 210 and NC 50. Turn right onto NC 50/NC 210 and travel approximately
1.9 miles onto Topsail Island. Turn right onto S. Topsail Dr. /NC 50 and travel approximately 3.32 miles
to Bland Drive and turn right. Travel approximately 0. 10 miles along Bland Drive and bear right at the end
onto Bland Alley. The subject property will be located on the western side of the road at house number 101.
The applicant currently maintains a single-family residence on the property. Existing man-made features
include a residence, driveway, pier and floating dock. The high ground portion is elevated approximately
4' — 6' above the normal high water (NHW) level. Vegetation on the tract consists of lawn grasses and
ornamental landscaping. There is a narrow stand of Coastal and "404" type wetlands along the property's
western shoreline fronting Banks Channel. The stand of marsh averages approximately 15'-25' in width.
adjacent to the subject property. Predominant wetland species located in this area is Smooth Marsh
Cordgrass (5partina alterniora) The property has approximately 50 linear feet of shoreline which is
naturally vegetated and stablized. Water depths (in the vicinity of the existing water dependent structures)
range from approximately -1.0' to -2.0', relative to normal low water (NLW). Presently, the owner(s)
maintains a private docking facility which is comprised of a 6' x 85' section of fixed walkway (which
extends from the house), a 10' x 11' fixed platform, 6' x 14' floating dock and a 13' x 13' boatlift.
According to the application package, there are no alterations or additions to the existing docking facility.
Residential properties border the site to the north, south and east and Banks Channel/Topsail Sound to the
west. Based on existing documentation, there is a history of dredging along Banks Channel, within the
Corp of Engineer's channel setback and adjacent to the project area; however, there is no record of any
privately funded dredging events at the subject property.
The waters of Topsail Sound (adjacent to the project site) are classified as SA by the North Carolina
Division of Water Resources. They ARE NOT designated as a Primary Nursery Area (PNA) by the
North Carolina Division of Marine Fisheries, and they are OPEN to the harvest of shellfish. Based on visual
observations made by DCM staff during a site visit on 9/10/15, there does not appear to be any Submerged
Aquatic Vegetation (SAV) within the proposed dredged footprint.
PROPOSED PROJECT:
The applicant proposes to excavate an access channel and boat basin around/beneath an existing docking
facility which is located at 101 Bland Alley, in Surf City, Pender County.
Based on the site plan, the applicant would dredge an access channel and boat basin along the northern
riparian corridor. The dredge cut would begin just inshore of the existing boat lift and terminate just
waterward of the federal channel setback along Banks Channel. A rectangular area (approximately 30' x
17' x-4'NLW) would be dredged around the existing boatlift, which is located along the northern side of
the property, and on the northern side of the existing access pier. From there, the dredge footprint would
extend offshore from the existing boatlift, encompassing a 50' x 17' x -4 to -6' area beneath, and adjacent
to the existing floating dock. A small 14' x 14' x `4' area would be dredge around the perimeter of the
existing floating dock which is located along the center of the docking facility.

Wilkinson Family Trust do Doug Wilkinson
Page Three
The proposed dredge cut would tie into the -6' contour which is located just beyond the Corp's Federal
Channel Setback. Based on information presented in the application package and site plans, existing water
depths (beneath and around the existing docking facility) range from -1'-2' @ NLW, and the applicant is
proposing to dredge to a final depth of -6' @ NLW, resulting in the removal of approximately 172 cubic
yards of shallow bottom habitat.
As designed, the dredge footprint would be at least 30' away from any areas of Coastal Wetlands. In
addition, it appears the proposed project would not impact any areas of Submerged Aquatic Vegetation
(SAV), as SAV is non-existent in this area.
Dredging would be performed using a "bucket to barge" method, and once loaded onto the barge, the vessel
would transport and offload the material at Lewis Brothers Boat Yard, located along Lewis Road, in
Hampstead, NC. The disposal site is located approximately 1-1.5 miles from the project area. The disposal
site has been previously used for other spoil deposition project and according to the applicant, material
generated from this project would be disposed in the same area. The disposal area has been documented to
be void of any wetland vegetation.
10. ANTICIPATED ]IMPACTS:
The proposed dredging would disturb approximately 1,556 sq. ft. of shallow bottom area. Minor increases
in turbidity should be expected during the dredging event; however no long term adverse impacts are
anticipated. Spoil disposal would disturb up to 40,000 sq. ft. (1.0 acres) of high ground at Lewis Brothers
Boat Yard, in Hampstead, NC, approximately 2,000 feet from the normal high water line. The proposed
project would not exceed a final depth of -6' @ NLW and would taper off along the edge of the federally
maintained channel. Sedimentation and erosion control structures would be installed to prevent transport
of material off the property. As proposed, it appears that the dredging and disposal activities would not
impact coastal wetlands, SAVs or PNAs.
Submitted by: Jason Dail Date: June 28, 2018 Office: Wilmington

PROJECT NARRATIVE
This permit request is for dredging approximately feet under a boat
lift and small area at the end of the dock located at 101 Bland Alley,
Surf City, NC 28445.
The removed material will be relocated to dry land located at
405 Lewis Rd., Hampstead, NC
/ I ,
Signed: tl
RECEIVED
!UN 0 82018
DCM WILMINGTON, NC

ICM NP4
APPLICATION for
Mayor Development Permit
(last revised 12/27/06) 2
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name
MI
Last Name
Wilkinson Family Trust
MI
Applicant 2: First Name
Douglas
MI
H
Last Name
Wilkinson
Agent/ Contractor 2: First Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1301 Douglas Dr
PO Box
City
Sanford
State
NC
ZIP
27330
Country
Lee
Phone No.
919 - 770
- 9380 ext.
FAX No.
919 -774-3239
Street Address (if different from above)
City
State
Phone No. 2
- ext.
7p--
Email
[e-mail]
2. Agent(Contractor Information
Business Name
Agent/ Contractor 1: First Name
David
MI
Last Name
Gardner
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
720 Channel Boulevard
PO Box
City
Topsail Beach
State
NC
ZIP
28445
Phone No. 1
910 - 545 -
3474 ext.
Phone No. 2
- ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pender
101 Bland Alley
10,851.70
Subdivision Name CGQah sQQ2Q,�
City
State
Zip
Bland Drive (not Bland Terrace)
Surf City
NC
28445-
6 ®NHW or ❑NWL
Lot No. (s) (if many, attach additional page with list)
Phone No.
Lot 3 Oceanbreeze, Map Book 35 Page 51 ,
919 - 770 - 9380 ext.
f.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
CFR
Topsail Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Topsail Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
(Attach zoning compliance certificate, if applicable)
Surf City, NC
4.
Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
50
10,851.70
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
.25 Acre, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
6 ®NHW or ❑NWL
e.
Vegetation on tract
Home Landscaping
f.
Man-made features and uses now on tract
Private Home, ei¢(, 06'k
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Private Homes
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes [:]No [-INA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ❑No ®NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
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Form DCL)l MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes SNo
(ii) Are there coastal wetlands on the site? ❑Yes SNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Surf City Sewer System for the Home
o. Describe existing drinking water supply source.
Surf City Water
p. Describe existing storm water management or treatment systems.
NA
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑PublictGovernment
SPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Dredge to Deepen by Approximately 4feet Under Boat Lift.
w
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Bucket Dredge? and Barge?
d. List all development activities you propose.
None
e. Are the proposed activities maintenance of an existing project, new work, or both?
Maintenance of Existing Boat Lifts
f. What is the approximate total disturbed land area resulting from the proposed project?
40PQO SSq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area
❑Yes SNo ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
I. Will wastewater or stormwater be discharged into a wetland?
❑Yes SNo ❑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 SNo ❑NA
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation
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) — (t) 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 Dr. Steve Wallace Phone No. 910 343 0444
Address 2525 Delaney Ave. Wilmington, NC 28403
Name Green Path,LLC by Laurie Chancie Phone No. 910 590 6246
Address 1131 Timothy Rd., Dunn, NC 28334
Name 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. Cert cation 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 certif thattheinformation provided in this application is truthful to the best of my knowledge.
Date ` b 201 PrintName t' /�tlsd ad
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
pDCM MP -3 Upland Development RECEIVED
pDCM MP -4 Structures Information
JUN 0 8 2018
DCM WILMINGTON, NC
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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 section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
Less than 100
b. Type of material to be excavated.
Sandy Bottom
c. () Does the area to be excavated include coastal wettandstmarsh. d.
(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
(i) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Mark Lewis (Lewis Bros. Boatyard) 405 Lewis Rd.
Hampstead, NC
c. (t) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (t) •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.
OCW ❑SAV OSB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
Leveling ground
High -ground excavation in cubic yards.
❑This section not applicable
b. Dimensions of disposal area.
200x200'
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(ii) If yes, when;?
(i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
ORI)
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Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
50
Width
%-7
Avg. Existing
—If 2 /
_
NA
NA
Depth
Final Project
_ t
-6
NA
NA
Depth
1. EXCAVATION section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
Less than 100
b. Type of material to be excavated.
Sandy Bottom
c. () Does the area to be excavated include coastal wettandstmarsh. d.
(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
(i) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Mark Lewis (Lewis Bros. Boatyard) 405 Lewis Rd.
Hampstead, NC
c. (t) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (t) •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.
OCW ❑SAV OSB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
Leveling ground
High -ground excavation in cubic yards.
❑This section not applicable
b. Dimensions of disposal area.
200x200'
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(ii) If yes, when;?
(i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
ORI)
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Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization: b. Length:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
[--]Yes ❑No ❑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
Breakwater/Sill Other
i. Source of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? LjYes UNo UNA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silk Fence
c. (i) Will 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.
16
2-0
Date
/c/
Project Name
b. (i) Will fill material be placed in coastal wetianosimarsn tc;vvl,
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑cW ❑SAv ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Backhoe and barge
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Applicant Name `
Applicant Si nature RECEIVED
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SITE DATA:
ZONING - R-10
SETBACKS
FRONT - 25' (EXCEPT OCEAN FRONT WHICH IS 151
SIDE - 7.5
REAR - 20
MINIMUM BUILDING SIZE - 750 S.F.
5Vie,- -- 14- 3 fo- 13 - 18 ' d ct`
VICINITY MAP - NOT TO SCALE
NOTES
1. THESE LOTS ARE LOCATED N 100 -YEAR ROOD
ZONES ASSHONN HEREON. THESE FLOOD ZONES
NAYS BEEN SCARED FROM FEMA MAP 370186-00080.
DATED JAM. 21, II N.
2LOTS 3 AND 4 MAY BE ACCESSED FROM N.C. NAY.
50 OYER BLAND DRIVE. BLAND ALLEY, AND THE PRIVATE
EASEMENT (M.B. 22. P. Y?)ACCOWN40 TO D.B. 663. P. 14.
— / / Osl[ — aY ora— rest 3. THESEAlien Ax LOTS HAVE THE MONT AND PRIVILEGE OF
Ka.rA TAYrIr
tg IAA wel away a.M — wa 119N0 THE
BOAT RAMP NTD PIER LOCATED ON LOT 7
In•Te• OF Y.B
. 12, P. 72 ACCORDING TO O.B. 736. P. 147.
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LEGEND:
•a rAYt
E13 - EXISNNS : INCH STNue 4Trea calx SURVEY DREDGING PERMIT
EP .- S IN
PIPE
EPSFASTING PIC u—W v alua
SHOWING
THIS IS CERIWY THAT THIS YAP A TRUE SIS SETT TIM STAKE a13
REPRESENTATION OF THE PROPam HEREON
AS ,LL1111'FI»!,, OP - DDWAM PONT W ~ LOT 3 OCEANBREEZE
COMPILED BY ACTUAL Su1lYEY INF iNE PRE=IIEES VY jH Gq� Jif, OF - 4MPUTE FEET u ILx Aa
AND THAT THEE ARE NO BItl10ACNAlTS AOOOdir.P .••• O -i TOPSAIL TGWNSH( CGUN7Y, NC
ING TO THE BEST OF YY MNOV EDM EXCEPT ,� " [ESB! �/ "rr AC. - ACRE(S) U ailwm ar
SHORN. THE RATIO OF PRECISION IS 1: 10.000a �j¢p0 , Z
PREPARED
FOR
x3J'1m wan I— DOUGLAS KINSON
icz, 1ML6eilril�il iw
S. L-2595PREPARED BY
tiu0^HnY � JOHN L PIERCE & ASSOCIATES. P.A.
P.Lv »�✓ RECEIVED 409 JOHNSON BLVD. JMXSONNLLE, NC 28541
e
P17:a a�.Y� PHONE: [phone] DATE: MAY 1B, 2018
�hFF/1111N1YYY SCALE: 1�- SD' F.B. 557. P. 25
p p JOB 02018-19009
JUN 0 8 2018 GRAPHIC SCALE
REF: Y.B. 35. P. 51. S 474
r r Ye r=
,o, BLAND
111trM WILMINGTON, NC I t -b 60 rL
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r 1 MAL 12. P. 72
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U.S. 22, P. 37
;AAM Of VEASWAKNTS BY O WJCR
MY AWRACE WASIMVENIS
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TO APPROR
'-'AN LOW WATFRUNE
20 CASEMENT ■ LOT 4 ` LOT 3
M.B. 22. P. 37 fir.
M.S. 22, P. 37 '
LQT B m L/O1HY 0, FAAAK CHM4.E4 LOW PACE
1 OAM PATH, UJC 0.8.1692. P. 131 �" O.B. 1108, P. 38
2 STY. VINh. C/Ib MS t AUAIE CHANOEY ii
ON PM,Nm t111 11M01HY R0. M.B. 35. P. 57. Sl. 474 IV98334 M.B. JS P. 57. St_ 474
ai0 04641, LOT 3
5 AOE & STAAIAS MA. 22. P. 37 10.851.70 9.f.
U'197A' MYOObFSi 7,5• (0.24 AC.) 1
AC PAD 3V-W40'
� X11' r S 34'J430� to 106.74 eJ- S 34'3J'23y" E »21os
e► 175 t4' 107.40' 20.14aFPA Lair i nuc + w
g}Epg PORt10N OF LOT 2 1
M.B. 35, P. 51. SL_ 474 j� P0R110N OF LOT 2 1
'1 '� •' MP �.� 5.461.73 IRF. (0.13 AC.) q M.A. 35. P. 31. SL. 474
1u 1� ` __ 4.136.72 S.F. (0.09 AC-)
►ALK 17 T 8 2 101.48' 20.00' J 1'.` .,.,, 84'
w000 A 34'32'21 W 199.81' M 'fPL ----- N 34'39'40' w s13.06
m"m KM low
WATOKM
LOT 4 BUWO 2HORES
9>iPt1El1 C. WALLACE
AND YNffe MAROARET W. WALLACE
3543 OELANE'1' M.
TA M91OTON. NC 28403
0.8, 1997 P. 240
M.B. 33, k 67
PMANENT_
R10HT-OF-wAY
M.B. 25. P. 50
&S. 751, P. 42
LOT 5 GLAND $
JOAN P. rAfutt
pWtAUIM
4k rftN
0.8. 4628, P. I
M.B. 35. P. 67
THIS IS TO CERTIFY THAT THIS MAP IS A TRUE
W "ESCNTATION OF THE PROPERTY HEREON AS .0
X%\ 11 T # f i ill,
COMPILED BY ACTUAL SURVEY OF THE ,PREMISES '►Ov
0 •� kA Qri,,�
AND THAT THERE ARE NO ENCROACHMENTS_ A _,..r•••., Ci
ING TO THE BEST Or MY KNOWLEDOC EXGEPT SHOWN. THE RATIO OF PRECISION IS I!10.000;1 Q
t AL so
P.L.S. 1.-2596 S Vis',,.
SURVEY DREDGING PERMIT
SHOUNG
LCT 39 OCEANBREEZE
TaPSw TOWNSHIP, PEN ER COUNTY, NC
PR£PAR!ED FOR
OOO AS VtiA�KlN N
pREpAREA BY
JOHN L PIERCE & ASSOCIATES P.A.
409 JORNSON BLVD. jACKSON\ALLE, NC 28541
PHONE: [phone] DATE: RLt318
SCALE: i 50' F.B. 557,
JOB iFM 8-19009 JUN 0 8 2016
GRAPHIC S® WILMINGTON,
M N ToD, N
c 25 w 100 _ C
t IN FM 1DCM WILMINGTON, NC
I inch = 50 &

CNa►ntl 58E-tascl� � -- � +i,
edge of-�pvLwe( SY�e�� 3 of
0.00
ENN R New Ni4w
�rsdr{� �,+Pf'rN + n+ t4 Lw
LOT 6
LOCA TION OF MEASUREMENTS BY OWNER: I 2 STY. VINYL GREEN PATH, LLC 3 DAY AVERAGE MEASUREMENTS ON 'PILINGS C/O MS. LAURIE CHAN1131 TIMOTHY RD.
39'" AT HIGH WATER W/ ENCLOSED DUNN, NC 28334
11" ®LOW WATER EXISTING GROUND FLOOR D.B. 4641, P. 182
Propose to dredge ap ox BOAT LIFT TRAVERSE STORAGE & STAIRS M.B. 22, P. 37 1(
24 inches of spoil. ,6 13'x13' LINE 3.9'X7.8' WOODEN
Leav _ h -of t low --w ter APPROXAC PAD 7'S'
,, gin e I. �, I WETLANDS CP
-r- LINE 22.00' EIP 175.12'
_�-- ' 8't 20 26.2'
ir, 3' jo
Q , 10' LLJ N
6' 6 5' 10' i 0) 1 N 7.9' M
z EXISTING ' WOOD
FLOATING DOCK ; WALK Q c I �1 `t 4' WOOD 12' 26.0'
6.5'x14' WITHz 212.00'Z EIS WALK 173.37' 8.2'
5'x10' RAMP ' CP
WOOD
30' FROM APPROX. DECK
MEAN HIGH WATERLINE
I
TO APPROX. \APPROX. MEAN HIGH
MEAN LOW WATERLINE WATERLINE
I
SURVEY 0%EDOWO PERMIT
LOT 3. w NBA
NI MM FOR
nn IGI AS N KINQTIN
NR1AM w
�►+N L PIER( Nk A�.SS1M!TF�` P.A.
400 JOHNSON &w. JAOtSONM�.1E. NE�26341•-
PHONF: 210-346-9600 6. 2018
SCALE 1'- SO' F.P. 337. P. 23
Joe WO -19006
GRAPHIf SCALE
34'39'49" E 217.28'
---�- 107.40'
'v iv WOOD
STEPS
B
WOOD CONC.
DECK DRIVE
101.48'
N 34'32'21" W 1 199.61'
LOT 4 BLAND SHORES
STEPHEN C. WALLACE
AND WIFE MARGARET W. WALLACE
2525 DELANEY RD. RECEIVED
WILMINGTON, NC 28403
D.B. 1997, P. 240
M. B. 35, P. 67 JUN 0 8 2018
DCM WILMINGTON, NC
F
t
D.
LC
JC
62
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