20171038 Ver 1_CAMA Application_20170817

Coastal Management
ENVIRONMENTAL QUALITY
20171033
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Direclor
August 14, 2017
TO: Karen Higgins 4116, a
Karen Higgins S d��R
DWR/Water Quality Permitting 1A
7-
�4/�
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD_ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Laurie A. Wedel
Project Location: 3607 W. Pelican Dr., adjacent to the AIWW, in Oak Island, Brunswick Co.
Proposed Project: to construct a SFR on pilings w/§ 404 fill -5C�,
Please indicate below your agency's position or viewpoint on the oposed project and
return this form to Heather Coats at the address above by A St 7, 2017. If you have any
questions regarding the proposed project, contact Brooks Su an at 910) 796-7270 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: Laurie Wedel c/o Lindsey Stone (agent)
2. LOCATION OF PROJECT SITE: Project site is located adjacent to the Montgomery Slough, at 3607 West
Pelican Drive, in Oak Island, Brunswick County.
Photo Index - 2006: 8-6162, P-14
Coordinates - Lat: 33°54'58.87"N Long: 78°11'44.16"W
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
5. PROCESSING PROCEDURE:
Dates of Site Visit — 04/19/17
Was Applicant Present — Yes (Agent)
Application Received —08/03/17 Complete
Office - Wilmington
6. SITE DESCRIPTION:
(A)
Local Land Use Plan — Town of Oak Island
Land Classification From LUP - Developed
(B)
AEC(s) Involved: OH
(C)
Water Dependent: No
(D)
Intended Use: Private
7.
8.
(E) Wastewater Treatment: Existing - Municipal
Planned - N/A
(F) Type of Structures: Existing — Vacant lot
Planned - Single-family residence.
(G) Estimated Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION: [AREA]
DRF,DGED FILLED OTHER
(A) Vegetated Wetlands
926.7 sq. ft.
§404 wetlands
(B) Non -Vegetated Wetlands
Other — High ground
5,743.3 sq. ft.
(D) Total Area Disturbed: 6,760 sq. ft. (0.155 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA:HQW Open: No
PROJECT SUMMARY: The applicant proposes to construct a single-family residence on pilings and a
driveway.

Laurie A. Wedel c/o Lindsey Stone (agent)
Page Two
9. PROJECT DESCRIPTION
The project site is located at 3607 West Pelican Drive, adjacent to Montgomery Slough, within the Town of Oak
Island, in Brunswick County. To find the project site, travel south on US Highway 17 to NC Highway 133 South.
Travel approximately 22 miles south on NC -133 to Dosher Cutoff SE/NC-133.Turn onto Dosher Cutoff and then
turn right at Southport -Supply Rd. SE/ NC -133. Travel approximately 0.8 mile and turn left onto NC -133. Travel
on NC -133 to Oak Island and turn right on East Oak Island Drive. Travel approximately 2.35 miles to SE 49th
Street. Make a left on SE 49th Street and travel 0.2 miles and take a right on to East Beach Drive. Travel 4.85
miles and turn right on to 39'b Place W. Continue 0.09 miles and turn right on to Shoreline Drive. Travel 200 feet
and keep right on to West Pelican Drive. Continue 0.1 miles and the property will be located on the right.
The property consists of a vacant rectangular lot with a total area of approximately 8,802.2 square feet or 0.2
acres, located on West Pelican Drive. The site contains approximately 926.7 square feet of jurisdictional §404
wetlands, as well as 2,042.2 square feet of coastal wetlands. Wetland vegetation consists primarily of Salt -
meadow Cordgrass (Spartina patens), Wax Myrtle (Morella cerifera), Groundsel Bush (Baccharis halimifolia),
and Jesuits Bark (Iva frutenscens). Uplands support Wax Myrtle (Morella cerifera), Eastern Red Cedar
(Juniperus viginiana), Black Cherry (Prunis serotine), Yaupon (Ilex vomitoria), Fringed Greenbriar (Smilax
bona-nox), and Virginia Creeper (Parthenocissus quinquefolia). The high ground portion of the property, has an
elevation of approximately 3 feet above Normal High Water (NHW).
The 75' Estuarine Shoreline Area of Environmental Concern consists of 4,002.2 square feet as measured
landward from the Normal High Water line with approximately 3,507.2 square feet of the deeded property falling
within the AEC. There are no man-made structures currently on the property other than municipal sewer hook-
up. The surrounding land is being used for residential purposes.
The waters of the Montgomery Slough in the vicinity of the project area are classified SA:HQW by the North
Carolina Division of Water Resources. The area is not designated as a Primary Nursery area and is closed to
shellfishing by the North Carolina Division of Marine Fisheries.
PROPOSED PROJECT:
The applicant is proposing to construct a two-story, single-family residence, decks, and driveway with associated
wetland fill (see Appendix 7: Sheet 23 of 26). Total area of disturbance within the lot will be approximately
6,760 square feet, and overall impervious area will be 3,156.8 square feet (35.9%). The residence would have an
8' by 33' front deck that is completely covered by a roof as well as a fully covered 10' by 30' rear deck. The
applicant proposes a 1,848 sq. ft. concrete driveway, and a 1,309 sq. ft. concrete pad under the house. The
applicant proposes 6 infiltration basins each measuring approximately 3 feet wide, 2 feet deep, and 10 to 25 feet
long. Three basins would be located on the north side of the property and three would be located on the south
side of the property. The applicant proposes a retaining wall 44 feet long by 2 feet wide located 10 feet landward
of the coastal wetlands line. Water service and sewer services will be provided by the Town of Oak Island. The
applicant states that standard construction methods will be used during the installation of the pilings and
construction of the house.

Laurie A. Wedel c% Lindsey Stone (agent)
Page Three
10. ANTICIPATED ]IMPACTS:
The project would result in the fill of 926.7 square feet of §404 wetlands and 5,743.3 square feet of high ground
for a total impacted area of 6,760 square feet. The proposed development would be partially located within the
Estuarine Shoreline AEC, and landward of the coastal wetlands line. A total of 1,465 square feet would be
disturbed within the 75' Estuarine Shorline AEC, with 64.7 square feet of impacted §404 wetlands within the 75'
AEC. According to the applicant the residence would result in 3,156.8 square feet of impervious area, with 492.5
square feet (12.3%) of impervious surface within the 75' Estuarine Shoreline AEC. Two infiltration basins would
be installed within the AEC, one 25 foot long basin and one 10 foot long basin, each with a width of 3 feet and
depth of 2 feet. Silt fence would be installed along the land disturbance boundary to retain loose fill. Mitigation
is being proposed for this project at a 2:1 mitigation to impact ratio through Stone Farm Mitigation Bank.
Submitted by: Brooks R. Surgan Date: August 14, 2017 Office: Wilmington

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15 July 2017
Hand Delivery
NC Division of Coastal Management
Ms. Heather Coats
Major Permits Coordinator
127 Cardinal Drive Extension
Wilmington, NC 28412
[SEGi Project #: 0174104.01]
Re: 3607 West Pelican Drive – Laurie A. Wedel
CAMA Major Permit Application for Upland Development and Fill
Dear Ms. Coats,
Southern Environmental Group, Inc. (SEGi) has been retained by Ms. Laurie A. Wedel (herein referred to as
the "Applicant"), to submit the attached permit application (Appendices 1-3) for a Coastal Area
Management Act Major Permit, which is necessary to perform work at her property, located at 3607 West
Pelican Drive, in Oak Island, Brunswick County, North Carolina.
Site Information and History:
The property is approximately 0.2 acres (8,802.2 SF) and is situated on Montgomery Slough, which is along
the Atlantic Intracoastal Waterway (See Appendix 4: Location Map). These waters are tidal salt waters and
classified as HQW. The .property is undeveloped with surrounding land use being residential. SEGi
delineated approximately 2,178 square feet of wetlands (coastal and 404) on the tract, and a copy of the
USACE JD Request Package has been included, as Appendix 10, with this correspondence.
Proposed Work:
The Applicant intends to construct a 3,156.8 square foot structure, which will serve as her primary residence.
The proposed location of the structure is such that it is in keeping with local and state setbacks. Impervious
surface area (ISA) is not anticipated to exceed 3,156.8 square feet, or 35.9% of the tract. A concrete
driveway will be used under the structure for parking. The disturbed area will be approximately 6,760 square
feet (approximately 1,465 square feet of this is within the 75' setback), and total fill brought to the site is
expected to be 10 to 14 cubic feet of material. Of the 2178 square feet of wetland on site, approximately
926.7 square feet are 404 wetland. Filling this portion of wetland is unavoidable due to their location which
would otherwise make construction of the home and driveway unrealistic. The remaining disturbed area is
approximately 5,743.3 square feet of uplands.
Of the 926.7 square feet of 404 wetland, 64.7 square feet fall within the 75' estuarine shoreline setback, also
referred to as the coastal shoreline AEC. The percentage of the tract within the coastal shoreline AEC that
has been proposed to be covered by impervious or built upon surfaces is 12.3% compared to the allowable
30% (Please refer to Appendices 6 and 7 for details of the proposed work).
The 10' by 30' deck will be covered with the same roofing material used for the home – standing seam metal
panels—and built with 5/4" x 6" treated decking boards (drip through style) at an elevation of 9.5 feet above
the concrete pad.

All stormwater from the residence will be treated through EZ FLOW infiltration basins, 3' wide by 2' deep.
Alongside each side of the driveway there will be 40' of infiltration basin (two 20' basins side by side). On
either side of the structure there will be 30' of infiltration basin (two 15' basins side by side). At the rear on
either side will be 35' of infiltration basin (one 25' basin beside one 10' basin).
As a result of the proposed fill, chemical, physical, and biological processes will be removed. To offset those
losses, the Applicant proposes to make payment to the Stone Farm Mitigation Bank for 0.10 acre of riparian
wetland mitigation credit. A copy of the Stone Farm Mitigation Bank reservation letter is included as
Appendix 12.
SEGi feels that the proposed site plan and mitigation component is the least environmental damaging,
practicable alternative.
CAMA Major Permit Process:
As part of the CAMA Major Permit process, the Applicant has notified the adjacent riparian property
owners, by US Postal Service certified mail (see Appendix 13). Also, a $400.00 filing fee is required, which
has been included with this correspondence as an Attachment.
It is SEGi's hope that the information found within and attached to this letter will be sufficient for the DCM
to consider the application complete and the permit will be processed without delay. However, should you
have questions or need further information, please call me at 910.452.2711. Thank you,in advance for your
time and assistance with this project. We look forward to hearing from you.
Sincerely,
LUL
Lindsey Stone
SEGi Environmental Scientist
Appendices: Appendix I — DCM MP — I
Appendix 2 — DCM MP — 2
Appendix 3 — DCM MP — 3
Appendix 4 — Location Map
Appendix 5 — Current Aerial View
Appendix 6 — Architectural Plans (22 Sheets)
Appendix 7 — Proposed Site Plan (2 Sheets)
Appendix 8 — Cross- Sectional Drawings (2 Sheets)
Appendix 9 — Living Trust
Appendix 10 — Authorization Form
Appendix l 1 — USACE JD Request Package
Appendix 12 — Zoning and Flooding Map
Appendix 13 — Stone Farm Mitigation Bank Reservation Letter
Appendix 14 — Adjacent Property Owner Notification Letters and Certified Mail Receipts
Attachment: Attachment I — $400 Filing Fee

DOE MP -1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
C
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
3607 West Pelican Drive
Applicant 1: First Name
MI
Last Name
Laurie
A
Wedel
Applicant 2: First Name
MI
Last Name
NA
Lindsey
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
807 Cloister Rd Apt C
Wilmington
DE
ZIP
Country
Phone No.
FAX No.
19809
us
717 - 419 - 4409 ext.
NA - -
Street Address (d different from above)
City
State
ZIP
Same
Phone No. 1
-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Southern Environmental Group, Inc. (Segi) (See
Appendix 9)
Agent/ Contractor 1: First Name
MI
Last Name
Lindsey
F
Stone
Agent/ Contractor 2: First Name
MI
Last Name
Dana
Lutheran
Mailing Address
PO Box
City
State
5315 South College Road
Suite E
Wilmington
NC
ZIP
Phone No. 1
No. 2
28412
910 - 452 - 2711
ext.
FP1e
660 - 1969 ext.
FAX No.
Contractor #
910 452 2899
NA
Street Address (if different from above)
City
State
ZIP
Same
Email
[e-mail], [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. #
Brunswick
3607 West Pelican Drive
NA
Subdivision Name
City
State
Zip
NA
Oak Island
NC
28454 -
Phone No.
Lot No. (s) (6 many, attach additional page with list)
same as above - - ext.
234PF024, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
Montgomery Slough - SA: HQW
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
ICWW - SA: HQW
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.
g.
Oak Island
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
74.82 linear feet (See Appendix 5)
8,802.2 SF (See Appendix 5)
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NA, I I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
3' ®NHW or ❑NWL
e.
Vegetation on tract
Jesuit's Bark (Iva frutescens), Bushy Seaside -Tansy (Borrichia frutescens), Groundseltree (Baccharis halimifolia), Southern
Bayberry (Morella cerifera), Salt -Meadow Cord Grass (Spartina patens), Black Cherry (Prunis serotina), Eastern Red -Cedar
(Juniperus virginiana), Yaupon (Ilex vomitoria), (Quercus laurifolia), Fringed Greenbrier (Smilax bona-nox), Muscadine (Vitus
rotundifolia), Virginia Creeper (Parthenocissus quinquefolia)
f.
Man-made features and uses now on tract
None
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Surrounding land use is residential. The property to the north of the subject parcel is a single family residential lot. The lot to
the south is an undeveloped lot.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Medium Density Residential (R7500)
(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 [INA
National Register listed or eligible property?
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes [--]No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Wastewater is treated by municipal facilities.
o. Describe existing drinking water supply source.
Drinking water is supplied by the Town of Oak Island.
p. Describe existing storm water management or treatment systems.
There is no existing impervious surface area on the site, and therefore no existing storm water management or treatment
systems. A storm water plan will be required for this project.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of the project is to provide a single family dwelling for the Applicant to use as her primary residence.
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.
Heavy machinery, such as backhoes, dump trucks, and bulldozers, will be used to clear and grade the land, in order to build
the residential dwelling.
d. List all development activities you propose.
Clear vegetation, fill approximately 926.7 sf (0.022 Ac) of USACE Section 404 wetlands, using clean earthen fill, for the
building footprint. Of the 404 wetland fill, approximately 64.7 sf will be filled inside the 75' estuarine shoreline. Construct the
3,156.8 sf structure with driveway (see Appendices 6 and 7 for the proposed plan drawings)
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 6,760 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Discharges of stormwater will be through infiltration basins.
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑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 ❑No [INA
If yes, attach a mitigation proposal.
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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) — (0 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 Timothy E and Katherine Barbee (See Appendix 13) Phone No.
Address PO Box 788, Locust, NC 28097
Name David Donatelli (See Appendix 13) Phone No.
Address 713 Woburn Abbey Drive, Fort Mill SC 29715
Name ,?ta fC D >I /VOrfG, (2ar0111-2a- Phone No.
Address /J21 MGf /lSP% j//CL ( fry ea le�q�c NC 2 Z& P?
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NA
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 22 June 2017 Print Name Laurie A Wedel l 14, 1, / / 1
Signature
Please indicate application attachments pertaining to your7pbsed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
. .s ,_-, is � a. ..•2: . ,. —e.� �. FS dt:'� .. ..-,d.•,n. ... ._.. _ ,... a , .i c'-i1+.it �._

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 ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
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
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2, DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
[]Yes ❑No ❑NA ❑Yes ❑No [INA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(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 disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes ❑No []NA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06
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Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
NA
NA
NA
NA
NA
NA
41.5
Width
NA
NA
NA
NA
NA
NA
30
Avg. Existing
NA
NA
NA
NA
NA
NA
3.5
Depth
Final Project
NA
NA
NA
NA
NA
NA
5.5
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
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
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2, DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
[]Yes ❑No ❑NA ❑Yes ❑No [INA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(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 disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes ❑No []NA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

3. SHORELINE STABILIZATION ®This section not applicable
(!f 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:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
In. Type of fill material.
1. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
i. (i) Will fill material be brought to the site? ®Yes ❑No DNA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area 112.1' x 60.28'
(iv) Purpose of fill
The purpose of the fill is to provide a building pad with
associated driveway
submergea aquatic vegetation (aAv), sneii oonom lao/, or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL 930 sf ❑None
(ii) Describe the purpose of the fill in these areas:
Fill is necessary to provide building pad
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Prior to land disturbing activies, silt fence will be installed to ensure Backhoe, dozer, dump trucks
sedment does not ext the limit of disturbance
C. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No DNA site? ❑Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
22 June 2017
Date
3607 W Pelican Drive
Project Name V
Laurie A Wedel

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
b.
Number of lots or parcels.
proposed.
1
One residential dwelling is proposed.
c. Density (give the number of residential units and the units per
d.
Size of area to be graded, filled, or disturbed including roads,
acre).
ditches, etc.
1 per 0.2 acre
Approximately 6,760 SF
e. If the proposed project will disturb more than one acre of land, the
f.
List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and
to be used for impervious surfaces.
sedimentation control plan at least 30 days before land -disturbing
Concrete will be used for the driveway and under the
activity begins.
structure for parking.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No [INA
(ii) If yes, list the date submitted: NA < 1 acre of land
disturbance
g. Give the percentage of the tract within the coastal shoreline AEC to
h.
Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built -upon surfaces, such as
require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways
(i) Has a site development plan been submitted to the Division of
or parking.
Water Quality for review?
12.3 % (See Appendix 6)
❑Yes ®No ®NA
i. Give the percentage of the entire tract to be covered by impervious
(ii) If yes, list the date submitted:
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
35.9%
j. Describe proposed method of sewage disposal.
k.
Have the facilities described in Item (i) received state or local
Munincipal sewer is provided
approval?
[]Yes ®No [INA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the
m.
Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/
design?
commercial effluent, 'hash down" and residential discharges).
❑Yes ®No [INA
All stormwater from the residence will be treated by
If yes, attach appropriate documentation.
infiltration basins, all 3' wide by 2' deep. Along each side
of the driveway there will be two 20' long basins. On
either side of the structure there will be two basins 15' in
-
length. At the rear of the property on each side there will
be a 10' and 25' basin.
252-808-28082 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

F<:s@Sn D-C3FAV--i (t 'i s c_ �_ +;�r:s rF£; P- ,�e 2 o5 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Municipal water
o. When was the lot(s) platted and recorded?
The lot was placed in the Musser Family Trust to Laurie A
Wedel on 18 January 2017. (See Appendix 8)
Established Plat Book 1/253
22 June 2017
Date
3607 West Pelican Drive
Project Name
Laurie A Wedel
Appl'cant e
lica Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA

.ti SITE LAYOUT
7!
Applicant: Ms. Laurie Wedel
Date Prepared: 07/17/2017
Site Plan Sheet 22 of 26
Il of si IB- sz
Graphic Scale
BRIAN J. PILLING, AIA
M RIDGE POINT DRIVE
COROLLA NO V927
PHONE 252,20b7550
��NBKt®pn J.ram
.iNeNn�nMowepkuu.mm

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0 5 10 20 30 40 Soils Map W
1 inch = 20 feet
Feet
3607 W. Pelican Drive
Oak Island, Brunswick Co., N.C.
Map Source: NCOneMap Orthoimagery, �Zr-''5 F-
Soils Survey of Brunswick Co. 2/27/2017 017004.01 ;

3607 West Pelican Drive Parcel Map
April 10, 2017 1:784
— Addresses — Blue: Band—3 0 0.0075 0.015 0.03 mi
Roads '
0 0.0125 0.025 0.05 km
— Interstate
— US Hwy
— NC Hwy
— Stale Road
.. Minor
Parcels
Condo
Parcel
County Boundary
Red: Band—1
Green: Band 2
Brunswick County GIS

VICINITY MAP
NOT TO SCALE
w
z
J
W
O WEST
(5 PELICAN
DRIVE
r
y IRS
_
z Adj Property
i Owner:
J
Mr. & Mrs. Timothy
Barbee
In
M.C. 1, PG. 253
Ss
4.4'f
NOTE: THE CAMA AREA OF
ENVIRONMENTAL CONCERN LIES
BETWEEN THE MEAN HIGH WATER LINE
AND THE 75' ESTUARINE SHORELINE _
4004.2 SF. THE PERMITTABLE
IMPERVIOUS AREA BETWEEN THE 30'
PUBLIC TRUST SHORELINE AND THE 75'
ESTUARINE SHORELINE IS 30% OF THE
CAMA AREA OF ENVIRONMENTAL
CONCERN = 1201.3 S.F.THE PROPOSED
IMPERVIOUS AREA IN AEC= 492.5 S.F.
IINF BEARING DISTANCE
N 01'30'00" E 15.00'
RADIUS ARC LENGTH C
125-00' 1 26.78' 1 2
Montgomery Slough
Adj Property Owner: State of NC
S 01'30'00" W 74.82' IRS _ _ - _
w
3
20' MBL
39TH PLACE WEST
3.5'1
COASTAL
1: SEED & STRAW ALL DISTURBED AREAS 75' ESTUARINESHORELINE
1
2: ONE (1) TREE TO BE 15' IN HEIGHT OR OVER
O
AT MATURITY MUST BE PLANTED OR REMAIN AFTER
O
CONSTRUCTION PER EACH 1450 SF, OF LOT AREA.
O
3: ONE 9' X 18' PARKING AREA MUST BE
0
PROVIDED ON THIS PROPERTY PER HABITABLE
ROOM MINUS ONE COMPLETELY OFF OF THE 926.7 S.F. OF_��
STREET RIGHT-OF-WAY, 404 WETLANDS I
w
TO BE FILLED
LOT AREA = 8802.2 SF 64.7 S.F. OF AREA
O
TOTAL IMPERVIOUS AREA=3156.8 SF TO BE FILLED INSIDE
O
(3156.8/8802.2)100=35.9% THE 75' ESTUARINE
O
SHORE LINE
I
t�
AREA & RETENTION CALCULATIONS
2 STORY
5 HABITABLE ROOM
1=(502.0 SF X 1.5)/12=62.8 CF/1.76=35.7=35 LF
00
2=(502.0 SF X 1.5)/12=62.8 CF/1.76=35.7=35LF
3=(431.7 SFX 1.5)/12=54.0 CF/1 .76=30.7=30 LF 2 3
O
PILINGS
4=(431.7 SF X 1.5)/12=54.0 CF/1.76=30.7=30 LF
I
5=(582.7 SF X 1.5)/12=72.8 CF/1.76=41.4=40 LF
F 8]
6=(599.2 SF X 1.5)/12=74.9 CF/1.76=42.6=40 LF
M
TOAL VOLUME TO BE RETAINED = 381.9 CF
LIMITS OF WETLAND DISTURBANCE = 926.7 SF
Z /Adj
LIMITS OF UPLAND DISTURBANCE = 5743.3 SF _ J
25' MBL
1
I
LIMITS OF DISTURBANCE = 6670 SF
Owner:
- - - - - SILT FENCE
Mr David
M.C. 1, PG. 253
Ss
4.4'f
NOTE: THE CAMA AREA OF
ENVIRONMENTAL CONCERN LIES
BETWEEN THE MEAN HIGH WATER LINE
AND THE 75' ESTUARINE SHORELINE _
4004.2 SF. THE PERMITTABLE
IMPERVIOUS AREA BETWEEN THE 30'
PUBLIC TRUST SHORELINE AND THE 75'
ESTUARINE SHORELINE IS 30% OF THE
CAMA AREA OF ENVIRONMENTAL
CONCERN = 1201.3 S.F.THE PROPOSED
IMPERVIOUS AREA IN AEC= 492.5 S.F.
IINF BEARING DISTANCE
N 01'30'00" E 15.00'
RADIUS ARC LENGTH C
125-00' 1 26.78' 1 2
Montgomery Slough
Adj Property Owner: State of NC
S 01'30'00" W 74.82' IRS _ _ - _
rn I
5.5'1
t4'
NC.
RIVE
RWI
SSCO a DRAIN
ce Ll "IRS C1
14.7'
IRF
r � /
3607 WEST ESTABLISH VEGETATIVE
PELICAN DRIVECOVER (TYP)
12" NATIVE FILL
50' PUBLIC R/W 5.0' FROM FOUNDATION
3 FROM PILINGS
¢�, N
%J
LENGTH I CHORD BEARING
N 07'38'15" E
LEGEND (IF USED)
IRF=IRON ROD OR REBAR FOUND
PF=PIPE FOUND
MBL=MINIMUM BUILDING LINE
IRS=IRON REBAR SET
CMF=CONCRETE MONUMENT FOUND
CP=CALCULATED POINT
TRAN=TRANSFORMER
CB=CABLE PEDESTAL
TP=TELEPHONE PEDESTAL
CAMA=COASTAL AREA MANAGEMENT AGENCY
SSMH=SANITARY SEWER MANHOLE
SSCO=SANITARY SEWER CLEANOUT
F.E.M.A.=FEDERAL EMERGENCY MANAGEMENT
AGENCY
F.I.R.M.= FEDERAL INSURANCE RATE MAP
NHWL=NORMAL HIGH WATER LINE
FLOOD CERTIFICATION:
1. THIS PROPERTY LIES WITHIN F.E.M.A. SPECIAL FLOOD HAZARD AREA AE -14
AS SHOWN ON F.I.R.M. 3720204600J, DATED 6/02/2006.
GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN FEET AND DECIMALS THEREOF.
2. ALL SET CORNERS ARE 1/2" IRON REBAR UNLESS OTHERWISE NOTED.
3. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL EASEMENTS, RIGHTS OF
WAYS AND RESTRICTIONS NOT DISCERNIBLE BY OBSERVATION AT THE
TIME OF SURVEY OR THAT MAY BE OF RECORD. NO TITLE SEARCH BY
THOMAS D. VON CANON.
REFERENCES:
1. PLAT OF SHORELINE ESTATES, BLOCK 102 & 101A, RECORDED IN MAP
CABINET I, PAGE 253 ON 8/19/1977 IN THE BRUNSWICK COUNTY, NORTH
CAROLINA REGISTER OF DEEDS.
2. DEED BOOK 1278, PAGE 1336, RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
Applicant: Ms. Laurie Wedel
Date Prepared: 6/14/17 (Rev. 7/11/17)
Site Plan Sheet 23 of 26
Revisions made by SEGi
ATTACIH DOWNSPOUTS
TO 4" PERFORATED
FILTER
0
N
12" EZflow
T�P3.0 ' BUNDLE
GEOSYNTHETIC(Y) (TYP)
AGGREGATE NON LOAD BEARING)
120 H EZELOW DETAIL
FOR HIGH WATER TABLE
13.2 GAL LF OR 1.76 CF LF
OAK GRAPHIC SCALE
ISLAND 15 7.5 15 30
ZONING
OK -R-7 1 INCH = 30 FEET
FRONT= 25'
SIDE= 8'
STREET SIDE= 10' TAX PARCEL # 234PF024
REAR= 20'
PRELIMINARY SITE PLAN
FOR: MANUS CONTRACTING SERVICES
LOT 24
SHORELINE ESTATES
LONG BEACH
OAK ISLAND, SMITHVILLE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
ICSVCS & CO., INC. C-2160
1 YAUPON WAY
OAK ISLAND, NC
TELE. [phone]
EMAIL [e-mail]
20' MBL
3.5'1
COASTAL
-
I zo
WETLAND LINE
d 3 .0 •
COVERED DECK o
'
L0' .0'
•.: RETAINING ML��ERS
X21
= 5.5'9.
I
': m'::- -' ::•: x oD
2 STORY
5 HABITABLE ROOM
RESIDENCE ON
PILINGS
COV $REq .DEG -K
I
F 8]
25
M
00
Z /Adj
/
1
I
Property
/
Owner:
L51
Mr David
Donatell'
rn I
5.5'1
t4'
NC.
RIVE
RWI
SSCO a DRAIN
ce Ll "IRS C1
14.7'
IRF
r � /
3607 WEST ESTABLISH VEGETATIVE
PELICAN DRIVECOVER (TYP)
12" NATIVE FILL
50' PUBLIC R/W 5.0' FROM FOUNDATION
3 FROM PILINGS
¢�, N
%J
LENGTH I CHORD BEARING
N 07'38'15" E
LEGEND (IF USED)
IRF=IRON ROD OR REBAR FOUND
PF=PIPE FOUND
MBL=MINIMUM BUILDING LINE
IRS=IRON REBAR SET
CMF=CONCRETE MONUMENT FOUND
CP=CALCULATED POINT
TRAN=TRANSFORMER
CB=CABLE PEDESTAL
TP=TELEPHONE PEDESTAL
CAMA=COASTAL AREA MANAGEMENT AGENCY
SSMH=SANITARY SEWER MANHOLE
SSCO=SANITARY SEWER CLEANOUT
F.E.M.A.=FEDERAL EMERGENCY MANAGEMENT
AGENCY
F.I.R.M.= FEDERAL INSURANCE RATE MAP
NHWL=NORMAL HIGH WATER LINE
FLOOD CERTIFICATION:
1. THIS PROPERTY LIES WITHIN F.E.M.A. SPECIAL FLOOD HAZARD AREA AE -14
AS SHOWN ON F.I.R.M. 3720204600J, DATED 6/02/2006.
GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN FEET AND DECIMALS THEREOF.
2. ALL SET CORNERS ARE 1/2" IRON REBAR UNLESS OTHERWISE NOTED.
3. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL EASEMENTS, RIGHTS OF
WAYS AND RESTRICTIONS NOT DISCERNIBLE BY OBSERVATION AT THE
TIME OF SURVEY OR THAT MAY BE OF RECORD. NO TITLE SEARCH BY
THOMAS D. VON CANON.
REFERENCES:
1. PLAT OF SHORELINE ESTATES, BLOCK 102 & 101A, RECORDED IN MAP
CABINET I, PAGE 253 ON 8/19/1977 IN THE BRUNSWICK COUNTY, NORTH
CAROLINA REGISTER OF DEEDS.
2. DEED BOOK 1278, PAGE 1336, RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
Applicant: Ms. Laurie Wedel
Date Prepared: 6/14/17 (Rev. 7/11/17)
Site Plan Sheet 23 of 26
Revisions made by SEGi
ATTACIH DOWNSPOUTS
TO 4" PERFORATED
FILTER
0
N
12" EZflow
T�P3.0 ' BUNDLE
GEOSYNTHETIC(Y) (TYP)
AGGREGATE NON LOAD BEARING)
120 H EZELOW DETAIL
FOR HIGH WATER TABLE
13.2 GAL LF OR 1.76 CF LF
OAK GRAPHIC SCALE
ISLAND 15 7.5 15 30
ZONING
OK -R-7 1 INCH = 30 FEET
FRONT= 25'
SIDE= 8'
STREET SIDE= 10' TAX PARCEL # 234PF024
REAR= 20'
PRELIMINARY SITE PLAN
FOR: MANUS CONTRACTING SERVICES
LOT 24
SHORELINE ESTATES
LONG BEACH
OAK ISLAND, SMITHVILLE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
ICSVCS & CO., INC. C-2160
1 YAUPON WAY
OAK ISLAND, NC
TELE. [phone]
EMAIL [e-mail]

VICINITY MAP
Wr To SCALE
W
z
W
0
WEST
En PELICAN
-1I
W
o
IRSE
z_ :,3j Propeoty
t,xner:
C Mr. & Mrs. Timothy
Barbee
3
39TH PLACE WEST
& STRAW ALL DISTURBED AREAS 75' ESTUARINE 1 ,0
1: SEED
2: ONE (1) TREE TO BE 15' IN HEIGHT OR OVER SHORELINEQ
AT MATURITY MUST BE PLANTED OR REMAIN AFTER O
CONSTRUCTION PER EACH 1450 SF. OF LOT AREA. O
3: ONE 9' X 18' PARKING AREA MUST BE In ;.
PROVIDED ON THIS PROPERTY PER HABITABLE r
ROOM MINUS ONE COMPLETELY OFF OF THE 926.7 S.F. OF
STREET RIGHT-OF-WAY. 404 WETLAND
Montgomery Slough
- N`HWL
W
TO BE FILLED
�•
LOT AREA = 8802.2 SF 64.7 S.F. OF AREA f 2
O
'
TOTAL IMPERVIOUS AREA=3156.8 SF TO BE FILLED INSIDE I O
'
(3156.8/8802.2)100=35.98 THE 75' ESTUARINE O
PIUNGS
I
RETENTION CALCULATIONS SHORE UNE p)
I
LINE I BEARING DISTANCE
AREA do
1=(502.0 SF X 1.5)/12=62.8 CF/1.76=35.7=35 LF 00
T-1
2=(502.0 SF X 1.5)/12=62.8 CF/1.76=35.7=35LF
LONG BEACH
3=(431.7 SF X 1.5)/12-54.0 CF/1.76=30.7=30 LF(:�3) V)
CURVE RADIUS I ARC LENGTH I CHORD LENGTH I CHORD BEARING
4=(431.7 SF X 1.5)/12=54.0 CF/1.76=30.7=30 LF
_
R
5=(582.7 SF X 1.5)/12=72.8 CF/1.76=41.4=40 LF
10
6=(599.2 SF X 1.5)/12=74.9 CF/1.76=42.6=40 LF
(
LEGEND (IF USED)
TOAL VOLUME TO BE RETAINED = 381.9 CF
0, 3.0 BUNDLE
LIMITS OF WETLAND DISTURBANCE = 926.7 SF
GEOSYNTHETIC
LIMITS_ OF UPLAND DISTURBANCE = 5743.3 SF
N ROD R REBAR FOUND
IRF-IRPE
- ` - _ LIMITS OF DISTURBANCE = 6760 SF 25'MSL
10H `EZFLOWNG
SILT FENCE
M.C. 1, PG. 253
ISET UNE
ssc
FOR UIGU WATER TABLE
Adj Property Owner: State of NC
S 01'30'00" W 74.82'
I�
20' MBL '� ^-] 1+
3.5' COASTAL
' WETLAND LINE
COVERED DECH o
In I
4.4'f rR°sC+
J
NOTE: THE CAMA AREA OF IRS CB L1
ENVIRONMENTAL CONCERN UES
J%X
2 STORY
M FILTER FABRIC,
5 HABITABLE ROOM
GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN FEET AND DECIMALS THEREOF.
RESIDENCE ON
rL-1
PIUNGS
I
DEG a`L
LINE I BEARING DISTANCE
8.7' C2 5
,I.:
T-1
I
55 I
CONC.
DRIVE
V
am
1 Z /Adj Property Owner:6!,
/
1/ Mr. David Donatelljf /
14.7'
BETWEEN THE MEAN HIGH WATER UNE
AND THE 75' ESTUARINE SHORELINE = 3607 WEST ESTABLISH VEGETATIVE
4RVIOU SF. THE BETWEEN
TTHE PELICAN DRIVE � COVER (TYP)
IMPERVIOUS AREA BETWEEN THE 30'
PUBLIC TRUST SHORELINE AND THE 75' 12 NATIVE FILL
ESTUARINE SHORELINE IS 30% OF THE 50 PUBLIC R/W 5.0' FROM FOUNDATION
ATTACH DOWNSPOUTS
TO 4' PERFORATED
CAMA AREA OF ENVIRONMENTALINGS
PRELIMINARY S ITE PLAN
M FILTER FABRIC,
CONCERN = 1201.3 S.F.THE PROPOSED
GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN FEET AND DECIMALS THEREOF.
FOR: MANUS CONTRACTING SERVICES
IMPERVIOUS AREA IN AEC= 492.5 S.F.
N z
�
LINE I BEARING DISTANCE
FL
o
n
L1 N 01'30'00" E 15.00'
L1
LONG BEACH
W
CURVE RADIUS I ARC LENGTH I CHORD LENGTH I CHORD BEARING
CABINET I, PAGE 253 ON 8/19/1977 IN THE BRUNSWICK COUNTY, NORTH
_
R
C1 125.00' 1 26.78 26.73' 1 N 0T38' 15' E I
o. 12' EZflow
LEGEND (IF USED)
Applicant: Ms. Laurie Wedel
0, 3.0 BUNDLE
Date Prepared: 6/14/17 (Rev. 7/11/17)
GEOSYNTHETIC
( (4�0')
N ROD R REBAR FOUND
IRF-IRPE
AGGREGATE
10H `EZFLOWNG
FOUND
120J ETAIL
ISET UNE
FOR UIGU WATER TABLE
IRS=IRONIMUM REBAR
CMF -CONCRETE MONUMENT FOUND
13.2 GAL/LF OR 1.76 CF/LF
CP -CALCULATED POINT
IRAN=TRANSFORMER
OAK
GRAPHIC SCALE
CS -CABLE PEDESTAL
TP -TELEPHONE PEDESTAL
ISLAND
15 7.5 LS 30
pSEWER MANHOLE EA MANAGEMENT AGENCY
ZONING
SSM-SANITARY
SSCO-SANITARY SEWER CLEANOUT
OK -R-7
1 INCH - 30 FEET
F.E.MA.=FEDERAL EMERGENCY MANAGEMENT
FRONT- 25•
AGENCY
SIDE= 8'
F.I.R.M = FEDERAL INSURANCE RATE MAP
STREET SIDE=
10' TAX PARCEL # 234PF024
NHWL=NORMAL HIGH WATER UNE
REAR- 20'
FLOOD CERTIFICATION:
1. THIS PROPERTY UES WITHINA. HIN F.E.MSPECIAL FLOOD HAZARD AREA AE -14
PRELIMINARY S ITE PLAN
AS SHOWN ON F.I.R.M. 3720204600J, DATED 6/02/2006.
GENERAL NOTES:
1. MEASUREMENTS ON THIS MAP ARE IN FEET AND DECIMALS THEREOF.
FOR: MANUS CONTRACTING SERVICES
2. ALL SET CORNERS ARE 1/2' IRON REBAR UNLESS OTHERWISE NOTED.
3. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL EASEMENTS, RIGHTS OF
LOT 24
WAYS AND RESTRICTIONS NOT DISCERNIBLE BY OBSERVATION AT THE
TIME OF SURVEY OR THAT MAY BE OF RECORD. NO TITLE SEARCH BY
SHORELINE ESTATES
THOMAS D. VON CANON.
LONG BEACH
REFERENCES:
1. PLAT OF SHORELINE ESTATES, BLOCK 102 & 101A, RECORDED IN MAP
OAK ISLAND, SMITHVILLE TOWNSHIP
CABINET I, PAGE 253 ON 8/19/1977 IN THE BRUNSWICK COUNTY, NORTH
BRUNSWICK COUNTY, NORTH CAROLINA
CAROLINA REGISTER OF DEEDS.
2. DEED BOOK 1278, PAGE 1335, RECORDED IN THE BRUNSWICK COUNTY,
NORTH CAROLINA REGISTER OF DEEDS.
VCS & CO., INC. C-2160
Applicant: Ms. Laurie Wedel
1 YAUPON WAY
Date Prepared: 6/14/17 (Rev. 7/11/17)
V C S OAK ISLAND, NC
Site Plan Sheet 23 of 26
TELE. [phone]
EMAIL vcsbrunsco0ec.rr.com
Revisions made by SEGi

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