20170959 Ver 1_CAMA Application_20170803

ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
2 0 1 7 0 9 5 9
BRAXTON DAVIS
Coastal Management
Director
ENVIRONMENTAL OUALITY
°12���bL
July 31, 2017
qUG 3 201?
TO: Karen Higgins D Es URCEs
401 & Buffer Permitting Unit FF R P RMI IN
DWR/Water Quality Permitting
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats((Dncdenr.gov
Fax: [phone] (Courier 0416-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: The Point 01B, LLC
Project Location: East end of 5t`' St., adjacent to Shallotte Inlet /Atlantic Ocean,
in Ocean isle Beach, Brunswick County
Proposed Project: 44 -lot subdivision with road, cul-de-sac, pump station, utility lines,
stormwater control features, retaining wall, & fill -and -grade for future homes
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 24, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell 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: The Point at OIB, LLC. c/o Land Management Group
2. LOCATION OF PROJECT SITE: East of end of 5th Street, East end of Ocean Isle Beach
adjacent to Shallotte Inlet and the Atlantic Ocean.
Photo Index - 2006: 1-6158 L -Q, 10-18
Coordinates: Lat: 33° 90'02.40" N Long: 78° 39' 14.70" W
3. INVESTIGATION TYPE: CAMA/ Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -11,02,2017, 03/17/2017,06/05/2017
Was Applicant Present - Yes, Yes, Yes
5. PROCESSING PROCEDURE: Application Received - 05/26/2017, Completed 07/21/2017
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Ocean Isle Beach
Land Classification From LUP - RM -1, single family and two-family residential
(B) AEC(s) Involved: OEA, IHA, CS
(C) Water Dependent: NO
(D) Intended Use: Private Community
(E) Wastewater Treatment: Existing - NONE
Planned - Municipal Sewer
(F) Type of Structures: Existing - unimproved sand access road
Planned - 44 -Lot subdivision including a road, sidewalk, cul-de-sac,
pump station, water/sewer line extensions, retaining walls, stormwater control features,
and fill and grade for future homes.
(G) Estimated Annual Rate of Erosion: 6.5' per year
Source- 2013 update
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
14,527 sq. ft.
(Section 404)
(B) Non -Vegetated Wetlands
(Open Water)
(C) High Ground
—12.04 Acres
(disturbed)
(D) Total Area Disturbed: --12.4 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to develop a 44 -Lot subdivision including a
road, cul-de-sac, pump station, utility lines, stormwater control features, retaining walls, and fill
and grade for future homes

The Point at OIB, LLC c/o Land Management Group
Page Two
9. PROJECT DESCRIPTION:
To find the project site from Highway 17 west of Shallotte, Turn Left onto Ocean Isle Beach Rd.
and travel approximately 3.6 miles and continue straight onto Causeway Dr./ NC -904 for
approximately 1. 12 miles. Turn left onto E. 2nd St and travel approximately 1.99 miles. Turn left
onto Winston Salem St. and travel approximately 0.03 miles. Take the first right onto E. 4`h st.
and travel approximately 0.75 miles. The project area is currently only accessible by from an
existing dirt road off just located off the northern side of E. 4d' St. approximately 200 feet from
the street end. It is advisable to contact the applicant or the applicant's agent to arrange a site
visit as it is a large unmarked property and the project site is difficult to access.
The property consists of a 66 acre parcel, comprised of approximately 24 acres of uplands.
Elevations on the property range from 5 to 7 feet above Normal High Water (NHW). The
property is undeveloped, apart from an existing unimproved sand access road. The applicant's
property is bordered by single family residential development to the west, the Atlantic
Intracoastal Waterway AIWW to the north, Shallotte Inlet to the east, and the Atlantic Ocean to
the south. The property currently maintains approximately 700' of shoreline along the Mean
High Water line of Shallotte Inlet and approximately 4,500' of shoreline along the Mean High
Water (MHW) line of the AIWW. As you progress north from the MHW line of the Atlantic
Ocean, the terrain transitions from open beach to dune ridges with stable natural vegetation
consisting primarily of Sea Oats (Uniola paniculata), American beach grass (Ammophilia
breviligulata) and dune marsh -elder (Iva, imbricata). The dune system then transitions to
scattered clusters of maritime forest vegetation consisting primarily of Live Oak (Quercus
virginiana), Eastern Red Cedar (Juniperus virginiana), and Wax Myrtle (Myrica cerfera). The
high ground of the property ranges in width from 100 feet to 550 feet as measured from the
approximate first line of stable natural vegetation to the bordering `404' wetlands. The existing
Section `404' wetlands landward of the Coastal Wetland limit have been delineated and were
approved by the U.S. Army Corps of Engineers on August 18, 2016. The Coastal wetlands and
Section `404 wetland boundaries become joint in an area located approximately 400' north of the
existing dirt road access from the open beach. The Coastal Wetlands landward of MHW are
vegetated primarily with Black Needlerush (Juncus roemarianus) Salt Meadow Grass (Spartina
patens) intermixed with some Spike Grass (Distichlis spicata), Sea lavender (Limonium spp.)
and Glasswort (Salicornia spp. ). The Coastal Wetlands located waterward of MHW consist
primarily of Smooth Cord grass (Spartina alterniflora). The wetlands range in width from 300
to 850 feet throughout the property.
The proposed development is not currently within the designated Inlet Hazard Area of
Environmental Concern, adjacent to the Shallotte Inlet. The oceanfront shoreline along the
project site has a long term annual erosion rate of 6.5 feet per year, with a total Ocean Erodible
Area of 585 feet. The waters of the AIWW are classified as SA and the waters of the Atlantic
Ocean are classified as SB by the NC Division of Water Resources. The waters of the adjacent
AIWW ARE designated as Primary Nursery Area (PNA) by the NC Division of Marine
Fisheries and are OPEN to the harvesting of shellfish.

The Point at OIB, LLC c/o Land Management Group
Page Three
PROPOSED PROJECT:
The applicant is proposing to develop a 44 -Lot subdivision including a road, cul-de-sac, pump
station, utility lines, stormwater control features, retaining walls, and fill and grade for future
homes. All of the proposed development is located within the 585' Ocean Erodible Area of
Environmental Concern, beginning from the FLSNV. The applicant is proposing to construct a
private asphalt road which measures approximately 35' in width by 900' in length, with an
approximate 1,200 sq. ft. cul-de-sac located on the northwest street end. The applicant also
proposes an approximately 5' wide sidewalk within the approximately 60' private road R.O.W
that would run parallel for the length of the proposed road. The applicant proposes a 4" in
diameter sewer force main and an 8" in diameter waterline which would extend east from the
existing public utilities at the Columbia St. R.O.W. and parallel the proposed road on either side
within the proposed 60' R.O.W. (See figures No. 16-17 of 17). The proposed 900 sq. ft. pump
station would be located on the high ground of Lot 20 (See Figure No. 17 of 17). All the
proposed upland disturbance for the proposed subdivision is located outside of the 30' buffer,
and the only proposed upland disturbance located within the 75' Coastal Shoreline Area of
Environmental concern is for the proposed grading for Lots # 21-24. All of the proposed
disturbance for the grading, road construction, and utility installation would be located landward
of the applicable 195' Ocean Hazard Setback.
There is approximately 1,341 linear feet. of retaining wall proposed in seven separate sections
along the outside edges of upland disturbance for the subdivision (See figures No. 9-13 of 17).
Six of the seven sections of retaining wall are proposed along the northern edge of the property's
high ground, along the outer limits of disturbance associated with the proposed grade and fill for
the lots and road. The easternmost section is associated with the proposed `404' wetlands fill of
approximately 392 sq. ft. (See figure No. 12 of 17, Retaining Wall Inset # 7). The application
states that the proposed wetland impacts would be necessary for road/utility installation and
would avoid the adjacent Coastal Wetlands. The application also states that the proposed road
alignment would minimize potential impacts to other depression wetlands adjacent to the
existing unimproved access off East 4th Street (See page 2 of Project Narrative). Along with
the existing depressional wetlands, it is noted that easements for the Town's Terminal Groin
project as well as the Ocean Hazard setback requirement would preclude extension from the end
of East 4`h street. Between the proposed pump -station and proposed Lot # 21, approximately
12,965 sq. ft. of `404' wetlands impacts are proposed for the road, sidewalk, utilities, and
associated grade and fill between two of the proposed retaining walls (See figure No. 10 of 17).
The application states that the proposed `404' wetland disturbance adjacent to the proposed cul-
de-sac would avoid Coastal Wetland impacts and is necessary for the construction of the road
and grading of side slopes. The applicant is proposing a 531' section of retaining wall to be
located on the oceanward side of the proposed cul-de-sac and grading for Lot 26. This proposed
alignment ranges from approximately 4'-10' landward of the 195' Ocean Hazard setback
requirement (See Figure No. 11 of 17).
The proposed stormwater control features consist of 16 grassed swales located within proposed
10' wide easements between lots (See figure No. 14-15 of 17). Energy dissipaters consisting of
riprap are proposed where the swales would meet the toe of the graded slope throughout the
proposed subdivision.

The Point at OIB, LLC c/o Land Management Group
Page Four
ANTICIPATED IMPACTS:
The initial proposed grade and fill of the property, including for the proposed lots, road
construction, installation of utilities and stormwater features, would result in the disturbance of
approximately 12.04 acres of uplands and the fill of approximately 14,527 sq. ft. of `404'
wetlands. No impacts to Coastal Wetlands are proposed. The proposed private road extension
and cul-de-sac would create approximately 33,600 sq. ft. of impervious surface area. The
proposed pump station would create approximately 900 sq. ft. of impervious surface area. The
application indicates that the proposed density for future residential units would be
approximately 0.7 units per acre. As proposed, all proposed disturbance would be located
landward of the 30' Coastal Shoreline Buffer as well as landward of the 195' Ocean Hazard
Setback. Subsequent lot development would create additional impervious surface area and would
require individual lot owners to obtain CAMA Minor Development Permits from the Town of
Ocean Isle Beach.
Submitted by: Sean Farrell Date: 07/28/2017 Office: Wilmington

CAMA Major Permit Application - Project Narrative
The Point at Ocean Isle Beach, Ocean Isle Beach, NC
The Point OIB, LLC — owner/applicant
May 5, 2017 revised June 30, 2017
Purpose:
The Point at OIB, LLC, proposes a fourty four lot, single-family subdivision on Brunswick County Parcel
244LHO22 (former Lot 20 has been removed). All lots would be sited on upland and would be buildable
without wetland impact. A single road with cul-de-sac would provide access extending from East 4"h Street,
with minimal wetland impacts required. Existing public water and sewer systems would serve future homes.
No water -dependent structures are proposed. Portions of the proposed development are located within the
CAMA Ocean Erodible AEC and the Estuarine Shoreline AEC.
Existing Conditions:
The site is located at the eastern end of Ocean Isle Beach. The property is bounded to the north by the
AIWW/Shallotte Sound, to the east by Shallotte Inlet, and to the south by the Atlantic Ocean. Tax records
describe the property as 66 acres in size. However, approximately 42 acres (as shown on tax parcel
boundaries) are jurisdictional wetland on the northern half of the property and are comprised largely of semi-
diumal salt marsh along the AIWW. Of the remaining 24 upland acres, approximately 14 acres are suitable
for future home development based on oceanfront setback requirements (CAMA small structure setback).
The long term average erosion rate at this location is 6.5 Wyear, for a small structure setback of 195' from
the first line of natural stable vegetation. No primary dunes exist along the oceanfront, however, a frontal
dune is located within the CAMA small structure setback. The Inlet Hazard Area (IHA) along Shallotte Inlet
extends onto the northeastern comer of the property. The majority of upland is located in a AE floodzone,
with VE zones located along the very eastern end of the property and the beachfront.
Waters of the AIWW/Shallotte Sound are designated as "SA Waters" by the Environmental Management
Commission and as Primary Nursery Areas by the NC Marine Fisheries Commission. The majority of the
75' Estuarine Shoreline AEC falls within coastal marsh abutting the AIWW.
The property is currently undeveloped. Small tidal creeks extend into the marsh on the northern half of the
property, and much of the marsh is dominated by Spartina altemiflora. Other marsh species include
Distichlis spicata, Limonium carohnianum, Salicomia spp., Juncus roemerianus and Spartina patens. On
the western half of the property, a "404" wetland area abuts the coastal marsh. Species such as Morella
cerifera, Juniperus virginiana, Bacchans halimifolia, Scirpus cyperinus, Carex comosa, Spartina patens, and
Juncus roemerianus dominate these transitional wetland areas. Upland is comprised of back -barrier, low
dunes with a mix of herbaceous dunes and maritime shrub thickets. Upland vegetation in the shrub thickets
includes Ilex vomitoria, Morella cerifera, Juniperus virginiana, Prunus avium, and Quercus minima. Dune
vegetation includes species such as Uniola paniculata, Ammophila breviligulata, Spartina patens, and Vdis
rotundifolia.
Wetland limits were approved by the US Army Corps of Engineers under Action ID SAW -2015-00751 and
are valid until August 2021. Coastal marsh limits and the first line of stable vegetation were reviewed and
approved by the NC Division of Coastal Management in 2015 and again in June 2017, following submittal of
this application.
Proposed Improvements:
All proposed development falls within the 690' CAMA Ocean Erodible Area AEC. The fourty four homesites
are proposed in upland areas and would be buildable without wetland fill. All structures, including `tbg
The Point at Ocean Isle Beach, CAMA Major Permit Application
Project Narrative, revised June 30, 2017

proposed road and future homesites, would be located landward of the 195' small structure setback. The
majority of future homesites (lots 1-23 and lots 28-45) are located in an AE flood zone. Lots 24, 25, 26, a
portion of lot 27, and the proposed cul-de-sac are located in a VE flood zone. No development is proposed
in the Inlet Hazard Area AEC. The majority of the 75' Coastal Shoreline AEC falls within the coastal marsh,
however, a portion of lots 21, 22, 23, and 24 are located in the 75' Coastal Shoreline AEC. The 30' Coastal
Shoreline Buffer extends onto a very small portion of lots 21 and 22, and future homesites on these lots are
designated to maintain the buffer.
The proposed road would require "404" wetland fill that could not be avoided. Since this property is
bounded by Shallotte Inlet to the east, the AIWW to the north and the Atlantic Ocean to the south, entry into
the property has to be from the west. Access from the currently unimproved Columbia Street off of East 4th
Street (as approved by the Town) results in a road alignment that would fill a depressional wetland area
totaling 1,170 sq.ft. in size. This alignment largely avoids wetlands directly abutting the coastal marsh
complex, although approximately 392 sq.ft. at the landward edge of these wetlands are within the right-of-
way and would be disturbed by road/utility installation. The road alignment as shown attempts to minimize
impacts to those wetlands abutting the coastal marsh complex while maintaining locally -required open
space along existing lots to the southwest. It is noted that the Town's terminal groin easement, two
additional depressional wetlands, and the CAMA small structure setback prevented road access from the
existing end of East 4"h Street.
Wetland impacts are also required at the end of the road, at the cul-de-sac. At this location, the road abuts
CAMA's oceanfront small structure setback to avoid "404 wetlands" as much as possible. However,
approximately 12,965 sqft of wetland disturbance is needed to construct the road and the associated side
slopes. No coastal wetlands would be disturbed. Coastal wetland limits will be staked, and a site visit with
NCDCM staff would be held prior to beginning work to review the staked limits and erosion control
measures. Grading will be required across the site, and in order to avoid further wetland impacts, retaining
walls are proposed in five sections along the 404 wetiand-coastal marsh limit. Enclosed site plans detail the
proposed retaining wall locations and lengths.
A 531 ft retaining wall is required on the oceanside (southern) of the cul-de-sac. The retaining wall would be
approximately one foot above the final grade and would be more than 195' from the first line of stable
vegetation. The cul-de-sac is located in a VE flood zone. In coordination with the Town, the proposed plan
with the retaining wall has been found to be in compliance with FEMA regulations. Enclosed plans also
provide details and a typical cross section of this retaining wall.
No water -dependent structures (such as community docks) are proposed. Although no work is proposed
oceanward of the small structure setback, eight beach access easements are proposed. These access
easements will provide two community access points, with the remaining access easements to provide
shared access (two lots per access easement) for oceanfront lots. Community access boardwalks will be
constructed by the applicant. Any boardwalks or similar beach access structures would be requested by
future homeowners.
The Point at Ocean Isle Beach, CAMA Major Permit Application
Project Narrative, revised June 30, 2017

1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
The Point Oib, Llc
The Point at Ocean Isle Beach
Applicant 1: First Name
MI
Last Name
Mr. Tyler (Doc)
Dunlap
Applicant 2: First Name
MI
Last Name
Mr. David
O'Connell
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
1770 Camden Way
Sumter
SC
ZIP
Country
Phone No.
FAX No.
29153
USA
843 - 455 - 5500 ext. (O'Connell)
NC
Street Address (if different from above)
City
State
ZIP
Email
David O'Connell ([e-mail])
2. AgentContractor Information
Business Name
Land Management Group, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Laura
Stasavich
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
3805 Wrightsville Ave., # 15
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910 - 452 - 0001
ext.
- ext.
FAX No.
Contractor #
910 452 0060
Street Address (if different from above)
City
State
ZIP
same
Email
[e-mail]
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Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
property located off East 4r" Street
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
The Point at Ocean Isle Beach
Town of Ocean Isle
NC
28469 -
Phone No.
Lot No. (s) (if many, attach additional page with list)
N/A - - ext.
44 single-family lots proposed, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber/Cape Fear
Atlantic Ocean / AIWW / Shallotte Inlet
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
Atlantic Ocean / AIWW / Shallotte Inlet
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.
Town of Ocean Isle
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
approx. along estuarine MHW — 2,700 Ift
66 acres per tax parcel boundary (-2,874,960 sqft)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
min 5,000 sqft,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
ranges — 5' to 7' ®NHW or ❑NWL
e. Vegetation on tract
See project narrative.
f. Man-made features and uses now on tract
Undeveloped, dirt paths only.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential- single-family homes
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R-1 (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. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No [INA
If yes, by whom?
1. 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 DCM MP -1 (Page 3 of 5)
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.
Public sewer will serve proposed lots.
o. Describe existing drinking water supply source.
Public water supply will serve proposed lots.
p. Describe existing storm water management or treatment systems.
No stormwater management featrues exist. Property is currently undeveloped backbarrier dunes and marsh.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose is the development of a 44 lot subdivision with road and public water/sewer service. Daily use will be private,
residential uses associated with single-family homes.
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.
Standard contruction techniques for road and utility installation; backhoes, etc. Equipment may be stored on upland portions
of the property as needed.
d. List all development activities you propose.
Development of single-family subdivision with 44 lots; construction of single road and cul-de-sac with 14,527 sgft of wetland
impact; installation of public utilities; installation of state -approved stormwater management features; grading and installation
of six sections of retaining wall; two community beach accesses.
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? 12.40 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges to waters of the state are existing or proposed.
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 ®NA
_.,
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 5)
APPLICATION for
Major Development Permit
6. Addidona/ Informadon
In addition to this completed application form, (MP -1) the following items below, tf 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 property 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 Ms. Lorie Orzel (Parcel 244LH020) Phone No.
9211 Marina Parkway
Myrtle Beach, SC 29572
Address
Name Morris and Elizabeth Littlefield (Parcel 244LE00207) Phone No.
117 Wynswept Drive
Mooresville, NC 28117
Address
Name Mack L. Hewett Heirs (Parcel 244LH02201) Phone No.
5020 Nicholas Creek Circle
Wilmington, NC 28409
Address
Maritime Place Property Owners Association
P.O. Box 8126
Ocean Isle Beach, NC 28469
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
USACE JD SAW -2015-00751 dated 8/18/2016
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 May 8, 2017
�Qtvlidu� 0'// r
Print Name _Land Management Group, Inc. (Agent)
252.808-2808 .. 1-888.4RCOAST ., www.ncconstalmanagement.net

Form DCM MP -1 (Page 5 of 5) APPLICATION for
Major Development Permit
Signature 4Xr--1A''-
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
252-809-2808 .. 1-1388.4RCOAST „ www.nccaastaimanagement.na!

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 wetlandstmarsh
(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 [INA ❑Yes []No DNA
(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
❑WL ❑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?
RECEIVED
DCM WILMINGTON, NC
252-808-2808 ;: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
(NLW or
NWL)
stabilization
Length
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Width
y
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlandstmarsh
(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 [INA ❑Yes []No DNA
(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
❑WL ❑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?
RECEIVED
DCM WILMINGTON, NC
252-808-2808 ;: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

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. i ype or snoreune staomzation:
[]Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average 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.
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
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.
h. Type of fill material.
4. OTHER FILL ACTIVITIES [I This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes El No ❑NA b: (i) Will fill material be olaced in coastal wetlands/marsh (CWI.
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area 14, 527 sp.ft.
(iv) Purpose of fill
Installation of subdivision road.
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 14.527 soft ®None
(ii) Describe the purpose of the fill in these areas:
Construction of subdivision road.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt fencing for temporary stabilization; retaining wall for permanent Standard road construction equipment; dump trucks, etc.
stabilization.
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 ❑NA site? ❑Yes ®No []NA
(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
N/A environmental impacts.
N/A
May 8, 2017
Date The Point OIB, LLC
The Point at Ocean Isle Beach Applicant Name /
Project Name ( Gt 4t_' Awa wnsift
CCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaiman.agement..net revised: 12/26/06

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
proposed.
Development of a residential subdivision with 44 single
family lots. Development of associated road with sidewalk
(per Town request), installation of utilities (ex community
systems), stormwater management features (per NC
coastal stormwater rules) and retaining wails along
proposed grading areas.
c. Density (give the number of residential units and the units per
acre).
— 0.7 units per acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(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: Approved S&E Plan (Bruns -
2017 -047) Enclosed.
Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Impervious cover within the 75' estuarine shoreline AEC to
be 4,837 sq.ft.; less than 1% of estuarine shoreline
AEC.
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Total impervious cover = 256,284 sq.ft.; approximately 9%
of the total tract
j. Describe proposed method of sewage disposal.
Public sewer
b. Number of lots or parcels.
44 lots
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
12.04 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt for subdivision road
h. Projects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: _— May 1, 2017 - Review is
concurrent with review of this CAMA
application
k. Have the facilities described in Item (i) received state or local
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 inmo4 CEIVED' ON, NO
state (e.g., surface runoff, sanitary wastewater, industrial/ design? 1 ��V rt
252-808-28082:: 1-888-4RCOAST :: www.nccoastalmanagement.n_et revised: 12/26/06

Form DCM MP -3 (Upland Development, Page 2 of 2)
commercial effluent, "wash down" and residential discharges).
No direct discharges to waters of the state are proposed
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public water supply .
o. When was the lot(s) platted and recorded?
Subdivision as currently proposed.
May 8, 2017
Date
The Point at Ocean Isle Beach
Project Name
The Point OIB, LLC
[]Yes ®No [INA
If yes, attach appropriate documentation.
n. (i) Will water be impounded? ❑Yes ®No [INA
(ii) If yes, how many acres? N/A
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ®No [INA
Applicant a e
l (Y /44
App icant Signature
RECEIVED
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoasta_imanagement.net revised: 12/26/06

Ocean Isle
Beach
Goose Creek Rd �w
I , � A SWan ---
1" = I mile
0 0.5 1.0 20
-0
2!
M E 7th -St
0-
-C SITE
4th
3rd S Sources: Esri, HERE, DeLorme, USGS, Intermap, incrernnt P Corp.,
'i Tl
NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri Thailand),
E 2n St TornTorn, Mapmy[ndia, OpenStreetMap contributors, a the GIS User
0 500 1000 20(
1 1000'

Mt Carmel'-.... .� •\. �%
y
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sage
'f-��///�,� � S� 4 f.�.s-.,�i � � f ~" •>C',�. � ♦�• island
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23
20
• r
t.• _ '
t - --1�
010- //X 1ti.c• tom. _J
a
� a
.Ocean Isle
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SITE
N `1r Copyright:© 2013 National Geogral Society,
0 1000 2000 4000

Adjacent Riparian Landowner
244LE00223 - Maritime Place Property Owners
Subject Parcel
244LHO22
Adjacent Riparian Landowner
244LHO20 - Orzel
Tax parcel boundaries obtained from Brunswick County GIS.
World imagery from ArcGIS.
0
urce: Esri. Dig[talGlobe. GeoEye, Earthstar Geographies, CNES/Airbus DS, USDA, USGS A roG .!D IG� i,] tJ'IS User Communityr
0 1000 2 4 00
Project: CAMA Major Permit Application Date: Revision Date:
LM G The Point at Ocean Isle Beach 05/03/2017
LA ND MANAGEMENT GROUPrac Ocean Isle, NC Scale: Job Number:
Environmental Consultants Title: 1" = 2000' 02-16-333
Post Office Box 2522 �C�iVE�J
Wilmington, North Carolina 28402 Adjacent Ripari r�ql;M0 r ft" By: Figure:
Telephone: [phone] ll.� LMG 3 of 17

f
�LACAMA\2016 CAMA FILES\02-16-333 — The Point at OIB, Alan Lewis\CAMA
ter-'
Resource boundaries are mapped for orientation and reference only.
See enclosed approved wetland survey and plans for exact limits.
See plans for CAMA AEC limits and setbacks.
World imagery from ArcGIS.
Legend:
Tax Parcel Boundary
First Line of Stable Vegetation —--_-_---.-.
"404 Wetland" Limit --_.
Coastal Marsh Wetland Limit
Joint "404"/Coastal Marsh Limit
Inlet Hazard Area Limit
lie
Source: Esu, DigitalGlobe, GecEye, Ealhstar Geographics, CNES/Airbus DS USDA. USGS, AeroGRID, IGN, and ,the IS User Cbmmunity
1 1 00 2 40 0
LMGThe
Project: CAMA Major Permit Application
Point at Ocean Isle Beach
Date:
05/03/2017
Revision Date:
LAND MANAGEMENT GROUP,ac
Environmental Consultants
Post Office Box 2522
Wiirnington, North Carolina 28402
Telephone. [phone]
Ocean Isle, NC
Scale:
1" = 2000'
NQn By:
LMG
Job Number:
02-16-333
Figure:
4 of 17
Titlet-<tUEIVED
Mapped Resoui�A&JwdhAeiON

MEAN HIGH WATER / 66916 ly
LINE
OF OLD SOUND CREEK//'; •88. '' / ,;� /�/ -sAEc AReA=w7.Rsb,F
UNM
ONUMENTED POINT
IN
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/ -+ CORS WETLAND LINE/ i/
1044.63' _ —•u'•'•'.•.•:•:•:•:•'-'•'•'••.•.•�� /! O 'i TAL MARSH LINE
_ N8500t7iP"E _� ::: ''':::: ' '•'::: ' :. BY LMG /! i 4
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GRO UP /
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:TA ION
__ _—� L.�-- i .::: - r�'• y %1y�i,�e• Xi"�"/ ;/%fir`%�yi/�' j \ % . l -- -
,.�' �,,l./,'•,.;... %�• !'/ �% - iJ!'/ - FIRST LINE OF STABLE - -
TH TREET o /'Y. �.'. /1•aY%�,!-/J f./Jf _ ✓ti .'.' •;..��. •-•. -.'. •.•
f/ �f /JF ./ `/i!�/ 'I'--'"•'•'.'.'.'.'_=-• ' r DATED: I l
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n016
1T- IF -WAY I /yf ':r / ,�!/J•",i_-. •. wLTLA �
' ' /J s _ _ [_, -,• N'LTL:\S0 LIMIT -
.'•'. •.' -.'-'-' f/�iJ'CYj�
OCEAN HA/.ARD --
. t18.'L'-15352,•,•50.00'.-. •.' a r"-'.'.'. •. Jy Y/r,tYJ \ - �-,�'••. •.' �- -
'' '•'•'..:. J '
SMALL STRI:CTIiRE
. - •' 4 F ' y SFT13ACK 11951 --
,•:COASTM-N'ETLAND LIl11T
,-•.•......'.'.'.'.'..... !':.!;_:.:_..:,•;:;:: ISIP ICT :IRE:\y
SPP�E ✓ . --'�, \ / �r i - - - .965 SE
6T STREET
3H7 OF -WAY FRONTAL DL!NF
v �
a / .
_ whrLAND - - _ /' / Sib b3. _ -
IMP:\CT \REA , / - - j \\ I 1 400
' 793 SF ,p `.. ✓,% 1`� - / '
BOUNDARY LINE TABLE
LINE
BEARING DISTANCE
LI
ATLANTIC
59.%'
L2
N 31001'19" E
4.68'
INTRACOASTg L
/
4
LII
N 72°3539" E
WATERWA Y
L5
N 31049'17" E
L6
N35o5546"£
73.45'
17
N 42059'30" E
68.56'
L8
/
49.71'
L9
N 18036'20" E
66.61'
LIO
N44o1236"E
h
zz
N4104851"E
47.98'
L12
N 6104843" E
72.72'
L13
:343011'14"E
60.50'
L14
N 6503729" E
14.64'
L15
/ 'YCOASTAL
36.34'
/
~
---
L17
: /' / ' SHORELINE AEC
51.79'
L18
S 15005'13"E
/
/ �-
L19
111'COASTAI.
/j,''•
69.85'
L20
S 0704935" E
68.73'
L21
S0205516"E
SHORELINF
/
BUFFER
L22
70.96'
MEAN HIGH WATER / 66916 ly
LINE
OF OLD SOUND CREEK//'; •88. '' / ,;� /�/ -sAEc AReA=w7.Rsb,F
UNM
ONUMENTED POINT
IN
WATERWAY (TYP.) � -_� ''�, �:: ••••• . , �_ : � % � � /'i /' f �, JOINT 404
/ -+ CORS WETLAND LINE/ i/
1044.63' _ —•u'•'•'.•.•:•:•:•:•'-'•'•'••.•.•�� /! O 'i TAL MARSH LINE
_ N8500t7iP"E _� ::: ''':::: ' '•'::: ' :. BY LMG /! i 4
-�f'. '.: // a i 'Si LAND MANAGEMENT
GRO UP /
- ¢ /
/
/
/
/
/
/
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1
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/.
/
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/
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LAN ATI ,
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/
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: ' '.W.•:-:•:...-.::...::::- .:::: ' '• :::•-'-'.•:•:•'•'•'::: '•": -':: '•'::':: WATER -
/ LINE OF
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LIFT !------- • _ - /. ' /J•f�y%1� ��J••V ' - - !/'%Y'. J /.� i_ - _
:TA ION
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,.�' �,,l./,'•,.;... %�• !'/ �% - iJ!'/ - FIRST LINE OF STABLE - -
TH TREET o /'Y. �.'. /1•aY%�,!-/J f./Jf _ ✓ti .'.' •;..��. •-•. -.'. •.•
f/ �f /JF ./ `/i!�/ 'I'--'"•'•'.'.'.'.'_=-• ' r DATED: I l
VEGETATION
n016
1T- IF -WAY I /yf ':r / ,�!/J•",i_-. •. wLTLA �
' ' /J s _ _ [_, -,• N'LTL:\S0 LIMIT -
.'•'. •.' -.'-'-' f/�iJ'CYj�
OCEAN HA/.ARD --
. t18.'L'-15352,•,•50.00'.-. •.' a r"-'.'.'. •. Jy Y/r,tYJ \ - �-,�'••. •.' �- -
'' '•'•'..:. J '
SMALL STRI:CTIiRE
. - •' 4 F ' y SFT13ACK 11951 --
,•:COASTM-N'ETLAND LIl11T
,-•.•......'.'.'.'.'..... !':.!;_:.:_..:,•;:;:: ISIP ICT :IRE:\y
SPP�E ✓ . --'�, \ / �r i - - - .965 SE
6T STREET
3H7 OF -WAY FRONTAL DL!NF
v �
a / .
_ whrLAND - - _ /' / Sib b3. _ -
IMP:\CT \REA , / - - j \\ I 1 400
' 793 SF ,p `.. ✓,% 1`� - / '
per town commits
US -18-2017 Revised
Coastal Wetland Lnr i
0630 2-017 Ruviscd__
wetland line near
cul -dc -sac, Removed
lot 20 ---
OT -19-20 7 - - REVISION c 50'sct a
pruviticd near_ __"- __..--
� v
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n G
N O des
LU °',m
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-
Pro'ed: Date: Revision Date:
\ 1 CAMA Major Permit Application
ST TH STREET The 07/19/2017
RI HT -OF -WAY � �q� .. The Point at Ocean Isle Beach
Wrn.A�n Ocean Isle, NC Scale: Job Number:
THIS PLAN UCT IS NOT ISSUED FOR
IMPACT 1REA J TERMINAL ORI IIN o�
.nDSF P ` E:\SE\TENT Title: 1 _ 02-16-333 CONSTRCORPORA E $EALION WTHOUT AFfl%ED
f�EIVED
3 S8 0242 ' W Overall-CAMA Resource Areas Dr y►tVI�MIN T + 5 of 17
BOUNDARY LINE TABLE
LINE
BEARING DISTANCE
LI
N 07050'07" W
59.%'
L2
N 31001'19" E
4.68'
L3
N 5302226" E
3.14'
LII
N 72°3539" E
67.66'
L5
N 31049'17" E
60.86'
L6
N35o5546"£
73.45'
17
N 42059'30" E
68.56'
L8
N 14015'29" E
49.71'
L9
N 18036'20" E
66.61'
LIO
N44o1236"E
42.84'
LII
N4104851"E
47.98'
L12
N 6104843" E
72.72'
L13
:343011'14"E
60.50'
L14
N 6503729" E
14.64'
L15
S 84057130" E
36.34'
L16
S 38070'38" E
43.60'
L17
S 23006'43" E
51.79'
L18
S 15005'13"E
50.70'
L19
S 12038'12" E
69.85'
L20
S 0704935" E
68.73'
L21
S0205516"E
75.59'
L22
S 08003'21" W
70.96'
L23
S 01050'14" W
78.62'
L24
S 0105240" E
69.96'
L25
S 0104529" E
72.20'
per town commits
US -18-2017 Revised
Coastal Wetland Lnr i
0630 2-017 Ruviscd__
wetland line near
cul -dc -sac, Removed
lot 20 ---
OT -19-20 7 - - REVISION c 50'sct a
pruviticd near_ __"- __..--
� v
N U
� aU
`m
n G
N O des
LU °',m
> CC"C
C/, he L LL0
w
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-
Pro'ed: Date: Revision Date:
\ 1 CAMA Major Permit Application
ST TH STREET The 07/19/2017
RI HT -OF -WAY � �q� .. The Point at Ocean Isle Beach
Wrn.A�n Ocean Isle, NC Scale: Job Number:
THIS PLAN UCT IS NOT ISSUED FOR
IMPACT 1REA J TERMINAL ORI IIN o�
.nDSF P ` E:\SE\TENT Title: 1 _ 02-16-333 CONSTRCORPORA E $EALION WTHOUT AFfl%ED
f�EIVED
3 S8 0242 ' W Overall-CAMA Resource Areas Dr y►tVI�MIN T + 5 of 17

YARTNERSIIIY • _-- _ _--_ • . . / . OI
30. 15 . • : • . . : • .. •... . .. . . . .• •• •. . • . • ` • •-
ETHAC K
PROVID
- ('1l 185.00 SM, i it_
ED
N�
CIO 0' 1X1 N0 iT 31"F e2 -i .5.30 . . - �� • / OPE"PACE -'- -- --- -
LIMITS OF
SAML'F.I. "& N.%4 05.23 ` ` • ` • ` • . �♦ I DISTURBANCE
/ H(x)KER • . •. •. • •••. i 30.944'
l'I'_ 12c IYI VBXnI'21PN' 'i.r3 ri 08 I
. . . . .. • . .. _ \ _
WILLIAM •,i . • . . • . • • - • }ry COr\SF.\l SHOR&1•IN& HCFFER ` • • • • ' • ' • • • ' i I / / `
NCKINNCLL • • • . . . . . . . . . . . . . • . • . • • . . . . . • . . . . .
WILLIAM
Z I rt1 ,\RhIF1ELD / ! •r __ .jJ\ aJ •i•
•/ MEAN HIGH WATER UNE
1 O • y . OF OLD SOUND CREEK.. _ . • . • « y.\_�' N
A_ _ _ 1¢01
»/ /•� �� ��,• \ I� 1,LT\T\F SETH \(K v
RI ' H)LINDA DILLOW �J • •\F( AREA ;O'A 6SF• i �Y y: �•�`
� ' .$ GEORGE AIKEN - - • / / s �/ � ./. � . « • \ /// J C/i
•• _ . ,! �. «� . ..COASTAL * Wrn
• .. • .. • . • . •/ f/ • ,. '', • ` . _ . `SHORELINE AEC • , . • • . R52 ' VI
1 Ck
RICKY f _
HARRIS • ✓ •. v� �y �� • .•. •. ._•_ -._ / / •L
I j• .. / pG / j % • /�i :�• .11)ASTAL rW�
- - . . .. y �.L /f .. �.i . • Z�,r •. •. - . -. wEiL .ND LTU • • \�\ / W
< •LIMIFES OF •�• /
_ i ,^/��'�f�✓ LIMtTSOF OPEN SPI�(.E/ \ ��•' DISTLRBAVCE •iI
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Lu
TrH STREET as rornT-or-aur - `/�% y / / / /`�,� y i . • . ' / _ \J,p " CE . / \ (4�1' • /: / N
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V \ / / r;. N
• - `q •�`� • • - •\\ !J \ \ ) J\ 1\1P\C7 AREA j FIRST LINEOF STABLE 2 Z W
• . . ` • • 12.46c SF
_ q OVEGETATION BY LAND
-�••• .• - �. �• \.�••• ••...�. •� s\ // ...\\\�¢ , / �� MANAGE �1FVT liROLY
. . - . j -T4L W'E7LAND LIMB •� • • • • y < ^ \ DATED. 11-2-2016
`,,.. I 'J \ v ,s \ , \ .4 / ^ / T / FRONTAL DUNE
•IAMB WnwcE%AENiGROUP . . • • • . ,ly, . . . . ( 1' \ V r ` \ , / / 1\\\ n \ \ P# \ �/ r / j,' / RD
SMALL STRIrOLEAN ,CTI'RES (�NR�
... • + . • . - .. - . • . .i \ . \ \ \ �� \ / \ \ V .\ , 10 / SETBACK 1145.1 l
. `. - .. . •j \ > SIDEWALK / �.\ ,
. LIMITS OF 9. N SF \ •CF
d44 / . u ` \ y ``V �j
• DISTLRBASICE �/ \ • ' • ' •/¢`, OPENAPACE\/% /ONES
/ INLET HAZARD
- � . C � \ � • • .( \\ na \ \. ' \ I �J \ \ \ � \ \ \ \\ � V !Jv / �/ / AHE.{ LIMIT (i� FN1R�1
.•.-. �' \ \\ V\ \ \\ A / / C '^\\ \ ,9+' `�� \\ ,Scr
c'BIKE PATH
B. 1XI
94
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\� / y`$ NOTE:
RUCTCOMMUNrry
. - . - . \ ��: \ \� , gl.� / ^ \ _ /'� \ \ \ sf \ \ \ \ \ \ y ,�0� \ \ / / ✓ /!E'C y I .PER TO CON
ACCESS WAYS AS SHOWN ON PLANS ALL OTHER
• • . \ \ \' \E'� J'1/ \\ � o•'a \ \ a \ '� .ACCESS TO BE PERMITTED AND CONSTRUCTED
WETLAND
IMPACT AREA
•� BY PRIVATE OWNERS. W
3424E \ a\\.' LOvr`''''"6O/ �// \.\ ;Pe \ \ \\ \'\ �• a\ �(� •/// Va d"� I__ r l
PEN / v \ \ \\ \ - \ \ `\mac• \\ / �` < v
' 13.97
WETLAND A
_ > IMPACT AREA
1.1705E
TERMINALGROIN
\ / D41N' C-24-2016
EASEMENT y •- / -
GATED ENTRANCE LUBHOUS ' / \ `..` - \ _ - - a / \.,�•� (G16\� i j ! \ \ //yQ / Scalc: I"-tu'
GIDS M(
.I OPEN SPACE - - \' �. - - \ �� ��1 / // REI
15.291 SF PEN SPA
I 4.304 SF A.--I �- /�/ _ �NF\N HIGH
W'4 TER LIN&
It
E SPA
2 /
- - - 26' �, = �1 r. z 1 z c I m -2 5.000 SF 4
_ Project: CAMA Major Permit Application Date Revision Date:
z < a x & i _ ♦ ! ,/ 05/05/2017 THI PLAN s NOT s
The Point at Ocean Isle Beach 07/19/2017 .ONS •RUC oN ON 0
I _ SE
Ocean Isle, NC Scale. Job Number: oRYCRA.F
Title:
02-16-333
m� - _ _
�--_
O s ' �1 c • /�� LW LEGACY ASSETS fL
2 /
OW ASSETS LLC Site Plan- CAMA Drawn By: Figure: O
p Rrc r.or-WAY _ g z� D 6` ( 11
WT rTX STREET Nd V OI I 1 �C
.0
-
--- Half Scale. Scale 1" = 120' REGENLU
SCALL [)CM WILMINGTON, NO
11 30 AU
111 — SITE l CA

—0+50 0+00 0+50 1+00 1+50
14 --- _ _ _ - _____-- 14
12
12 -------..._ CL ROAD
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7% i 25r ..------- --
8 --- --- ---_
i
B—----- --- - - - _.. .. 8
4 _. - _.__... _ _ I _. - _. 4
2 " - — - - ---ETLAND IMPAl7 AREA _...___ .... __ . 2
1170 SF
y �
WETLAND CROSSING PROFILE
VERTICAL SCALE: I" - 3' HORIZONTAL SCALE: 1" , Yr
1.5 { p®
Half Scale. Scale 1" = 6' Half Scale. Scale 1" = 60'
Plans provided by East Coast Engineering, Shallotte, NC
CAMA Major Permit Application Date: Revision Date:
The Point at Ocean Isle Beach 05/05/2017 07/19/2017
Ocean Isle, NC Scale: Job Number:
RECEIVED 02-16-333
Wetland Impacts 1 Drawn Impacts 1 Drawn By�� ,
7of17
-1
om
Viale_ i5 SHt
lx w� ur
t'MeAN R.

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W V V W V V 'k
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I NI'l'OASTAL SI{ORELINF: BUFFER \
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75' COASTAL SHORELINE AE(
LIMITSOF '
W y W y W y W W W DISTURBANCE
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_-
-- - - - - -- 13403 SF /
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y 8751 ; 22 'I SF /
26
SF
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SIF COASTAL SHORELLSE BUFFER V y ` -\ \ \ > /
y
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S BIKE PATH
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9335
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W y W y W y W
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W y W y 1J, y y
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41
03 -2? -201G
LIMITS OF `
1 r NC DF.N
— DISTURBANCE
Ciuidelin5s
y W y
W y/
2017-
INLET I IALARD
/
'k 'k
WCR3I
WMlan(1 Zinc
AREA LIMIT
cu -xac
#
—
EI
•
Plans provided by East Coast Engineenng, Shallotte, NC.
/
LL
/ /
Z z
/
N
MANAGEMENTGROLP
DATED: 11-2-201e
Y V V V L V
COASTAL
Y W
41
LIMITS OF `
— DISTURBANCE
y y W y y
y W y
W y/
TOTAL -12.40 AC
INLET I IALARD
v v 'k v v
'k 'k
IV 4 y v
AREA LIMIT
#
•
Plans provided by East Coast Engineenng, Shallotte, NC.
/
LL
/ /
WETI.%NOI INE `e"e e{il v
s
/
/
Project: CAMA Major Permit Application
The
Date:
05/05/2017
Point at Ocean Isle Beach
LL
y "
/
Ocean Isle NC
Scale:
1" = 40'
Title:
W'ETL \,ND
IMP4(T \R1.\
T
MPA
/
75' Estuarine Shoreline AEC
Drawn By: DCM W
0
U
w
Q
w
z
wp
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LU
�
w
FIRST LI'.1F." OF STABLE
VEGETATION BY LAND
MANAGEMENTGROLP
DATED: 11-2-201e
Y V V V L V
COASTAL
Y W
41
WETLAND LINE:
y y W y y
y W y
W y/
\
v v 'k v v
'k 'k
IV 4 y v
2 4 0 80
•
Plans provided by East Coast Engineenng, Shallotte, NC.
/
♦ /
/ /
WETI.%NOI INE `e"e e{il v
s
/
/
Project: CAMA Major Permit Application
The
Date:
05/05/2017
Point at Ocean Isle Beach
y "
/
Ocean Isle NC
Scale:
1" = 40'
Title:
W'ETL \,ND
IMP4(T \R1.\
T
MPA
/
75' Estuarine Shoreline AEC
Drawn By: DCM W
i
Rale I'
% CNmkc By
,ision Date:
07/19/2017
Number:
lyFffi-16-333
11272of 1 F

02-22-2016 Rev_sed _.
per NCDENR
TOTAL SITE: RETAINING Guidclin�s
1 WALL LENGTH - 1311 LF
STREET Ga RIGHT-OF-WAY + ,. + . + + + + a _- \1/ , 06-19-2017 Revised
EAST 7TH S j. + aining wall length ---
RE'rA1NIN(i WALL - ret
LENGTH� 44 LF
. . - . . . . . . . . . . . . . .. . . . . . . . . . . . . . +
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SWA I , y\ W y ,y N,
39; SF WETLANDS
'DISTURBANCE " s -
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EAST 5TH STREET — \ _ L \\. W W LIMITS OF
6V RIGHT-OF-WAY DISTI:ROANCE z
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+0 V If `z\
y N,
_IF Project CAMA Major Permit Application Date: Revision Date:
41 1 � � y 4? 05/05/2017 07/19/2017
/ The Point at Ocean Isle Beach
--
o �' '� Ocean Isle, NC
_-- 1- Title: tale o N
-- - - w w w .v T
r
- - EAST 4TH STREETGO'RIGHT-OF-WAY , RECEIVE'i02-16-333
r 1 Retaining Walls 1 DraVqyl WILMINGT

r . . . . . . r . . . . . r . . . . . . r r . . . .
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-
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wet an me near
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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.
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07-19-2017 - -._...
REVISION 5t
- .
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. r . . . . . . .. . . w . . . . . . . . . . r r . . . . . .
rovidcd near0'sa
. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . r . . - - - _ - _ 23
. . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
MEAN HIGH WATER LINE
r . . . . . . . . . . . . . . . . . . . . . . . . . O. OLD SOUND CREEK �\
-.---
+� ........ ....... .......r ..+.+.W.+...ter ++� .
r�ra.�.�.�.�. ..+...+...... . . ... ......+.w\--
... ... .
. .....+.Yr..+..
. . . . .
. ..W.r.r...
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. . . . . . . . . . . . . .
. . . . . . . . . . . .
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
r . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . .
. ... ` . . . r ... ... + ..... .
. • �;. . . . . � . . + . + . � . � . � . � . :� . � . � . r .�,�;` ' '
` � r
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. . . . . . . . . . . . . . . . . +
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. . . . . . . . . . . . . . . .
+ . . ' . . . . . . . . . .. . . . . . . L'
. .
COASfiL WETLAND LIMB
/
/
,�.•y.�l w
w w . w w w + ` : . + r W W . . . .
�� �� r r y r . y �' y y r '� S LIMITS OF . + ` . r` ` `
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LU
Z.
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_
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WFTL_ANO IMP
\(1 \RFS\
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TOTAL SITE RET.AINP,G
U z
WALL LENGTH = 1341 LF
W W W
~
W W W ���•
O
91r
RETAINING WALL
LENGTH- 285 LF
z li�.i,
VIRlEllMIffiIIeIIny W \� W W W y x
I%

. .SER
± ` • Y .. + . ` a ± . ` . N000, SEK
N� G
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;TER LINE y -
D CREEK ��� y W�`�� .��.�•�`y`y`�`�` z
` . . y . . + .. . y . W .. . . • . • . • . • • . . . • , \ ' `
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coas�al we.TlAw I.nnT . .. . . . • . . . . . . . . . . , .
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+
T
Z-
3,
_
5
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^9y
y
5�
TOTAL SITE RETAINING
WALL LENGTH - 1331 LF
RETAINING WALL
LENGTH = 531 LF
EOP
B(K" ; R W
i
/ 07-19-2017 �-
REVISION 50' set
' - - _ provided near _
a\77,
8 Ible: R= -%='-RIS
gas—
Sr —g�—Sr-- Ihawn rfy JDS jai
sr�_g�g
Ihe�\N Nye LE
OCEAN HAL\RD SMALL -'�-�--��� _ Sr�SF�g� --
STRUCTURES SETBACK 11959
LIMITS OF DISTURBANCEPlans provided by East Coast Engineering, Shallotte, NC. %k, 5'
� —SF —SF—
TOTAL
--.
TOTAL - 12.411 ACRES
Project: CAMA Major Permit Application Date: Revision Date: sk\�
s<--�`— g — g
V "
The Point at Ocean Isle Beach 05/05/2017 07/19/2017 •r
Ocean Isle, NC Scale: Job Number:
Title: 02-16-333 RECEIVED '15 P �" " "�"
Retaining Walls 3- I
Drawn By: Figure: DCM W L_MINGTON, N=OR?GRA-E iE<
Wetland Impacts 2 11 of 17
U
C
O
LU
06 T
*mow
c Z
C ti
� w
LL] Z
V) Z
C) W
O
/
o-
U
/
m
LLJ
/ O
i za
l' 0 20 40 8Q.. CO
Half Scale. Scale 1" = 80'
E-
W
z
30
C7 �"
z
z
Q
W
a\77,
8 Ible: R= -%='-RIS
gas—
Sr —g�—Sr-- Ihawn rfy JDS jai
sr�_g�g
Ihe�\N Nye LE
OCEAN HAL\RD SMALL -'�-�--��� _ Sr�SF�g� --
STRUCTURES SETBACK 11959
LIMITS OF DISTURBANCEPlans provided by East Coast Engineering, Shallotte, NC. %k, 5'
� —SF —SF—
TOTAL
--.
TOTAL - 12.411 ACRES
Project: CAMA Major Permit Application Date: Revision Date: sk\�
s<--�`— g — g
V "
The Point at Ocean Isle Beach 05/05/2017 07/19/2017 •r
Ocean Isle, NC Scale: Job Number:
Title: 02-16-333 RECEIVED '15 P �" " "�"
Retaining Walls 3- I
Drawn By: Figure: DCM W L_MINGTON, N=OR?GRA-E iE<
Wetland Impacts 2 11 of 17

IV y y y Ji
RIGHT-OF-WAY
EAST 7TH STREET 60' 1. r .� " + .. �Y y y y y y y (/
r + . r ✓ . ♦ /
SILT FENCF. y^
LIMITS OF DISTURBANCE
I%
RET.4ItilEiG WALL y .y y
+ + `1LEGT=128 LF
. r + . . . . . . . . . . . . . . J .+.+.+r ..- y
P
'--NV 15' P5[ '50.00 r.... r. . . .. . . r . r
+ +++++ N
I 39
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+
4,
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+ � + + +6ECilON,W4 WETUWD LINE 8V LM®• • • + • + • + • + • + • + • + • + • + • + • + •
+LAN9 MANAGEMENT GROUP • . +�• • • • • • • • • + + + + + + • + .-_; _•� �' / /
. . . . . . . . . . . . . . . . . . . . . . . . r
. . . . . . . . . . . . . . . . . . . . . . .
+ . . . . . .. . ... . + . . . +
i
. . . -i
n
. . . . . RETAINISI 'A LL O
. . . . . . . . . .
k -
. . . an -
RE FAININ4 KILL
3 SWAsE-�
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. . . . . . . \`, ' h = _ �� — i ; RETAINING WALL INSET 7
SCALE. 1"=20'
5"
0 10 >_o an w
. . . . . . g Half Scale. Scale 1" = 40'
RETAINING WALE y • • y - �- i _ �6_ ,�C �:
26 A
39' -SF WETL.\NDS
rnsruRBANCF
\
1170 SF W ETLANM
DISTLRBANCF.
11 I
I I I
I 1
1
Kev1s1
TOTAL SITE RFT 11\IAG
WALL LEV(iTH °lid/ LE {
'A
E4
..a
r3, 0
V
z
Dam. n.2+ -3m+
1.ale: 1' AI'
t'IrcIN 0y -
Plans provided by East Coast Engineering, Shallotte, NC.
Project: CAMA Major Permit Application Date: Revision Date:
The Point at Ocean Isle Beach 05/05/2017 07/19/2017
Ocean Isle, NC Scale: Job Number:
Title: RECEIVED 02-16-333
RetainingWalls 4 Drawn B
DCPA WILIVIll[FWON,
2 of 17
0)
C
D
N
06
C
C
W
O
U
'A
E4
..a
r3, 0
V
z
Dam. n.2+ -3m+
1.ale: 1' AI'
t'IrcIN 0y -
Plans provided by East Coast Engineering, Shallotte, NC.
Project: CAMA Major Permit Application Date: Revision Date:
The Point at Ocean Isle Beach 05/05/2017 07/19/2017
Ocean Isle, NC Scale: Job Number:
Title: RECEIVED 02-16-333
RetainingWalls 4 Drawn B
DCPA WILIVIll[FWON,
2 of 17

lot layout Der
09-30-2016 R
02-27-2017
• Nrl-OAS FAL SHORELINE BL FFFN 'is / AK. / rDENRC
. _ _ • • • .tg ALL HAZARD 06-06-2017
. _ SMALL StNI{TL NFS R
- . . . • .........
. . . . ir— SF1'B.ACK I I`15.1 uMK1811daC11nC
_ .. • . • . • . • . . ' • - 06-30.2017 R
(• - • • • • �S C'OASFAI. SHORELINF A • • , • • • , e WORTwe[and
_ .
. • I� r \ '•/ - 07-19-3017
• _ • , . . . • / REVISION 5
rovided nea
. _ /- cul-de-sac
• . . . . . . . . • • ' . . • • • MEAN HIGH WA • . • -
- TER UNE .
. OF OLD SOUND CREEK • ' RETAINING: '
•.+. +. WALL / /
�'. • ' _ • .•.•. .• '. •. . .I. oma.•. . • . . . /
.• /
• ' . ` • ,� • ' ` • - • 1 COASTAL WETLAND LIMB
• g _ ��� • LI\ZITS uF • \ . ' q r FRONTAL DINE
DISTU�., >
• . • '� /�-\ . • %.. . • . RBANCE
-
06
. - — - / ' PROFILE 2 ,� W
1.•. �.• • / / WETLAND /• / / C
. •...+�„i: /�s�� i%s SFAS
Lli
,•. .•I%i .•. I/ / 11 �/ PROFILE - O
.•.y • f f ' INLET HAZARD U
- . - . S4� • _ ' / % J. /
AREA LIMIT - rLLJ
.
' /• �;Un
SCALE: I— 61K
IT 30 60 ` 140, 180 O
u.
Half Scale. Scale 1” = 120' z
O
E-
U
W
07
0+00
0+50 1+00 t+s0 2+00
—
14
- — -- - - - - - - -_ . -.. -_--
--
---- 14
1
0+00 0+50 1+00 1+50 2+00
2+50
----------
O
----- 14
IX
12
CL ROAD
U
— —
-- 12
12
RETAINING WALL
CL CUL—DE—SAC
12
10
-. _...
10
RETAINING WALL
10
8
OCEAN HAZARD SMALL
STRUCTURE SETBACK (195•)
•
'
OCEAN HAZARD SMALL
10
U
---- g
os
STRUCTURE SETBACK (195')
Z
I
6 2%
6
_
Q
6
`— --
-•— --
6
-- —_ __
4
4
\
4
Z
2
0 _. __ __
-
0
NS SIR)
---------
0
cnaa..lnY:
Plans provided by East Coast Engine ring, Shallotte, NC.
z
Project: CAMA Major Permit Application Date: Revision Date: -
The Point at Ocean Isle Beach 05/05/2017 07/19/2017
Ocean Isle, NC Scale: Job Number:
R I lar, WALL PROFILE I Title: 02-16-333 DECEIVED -c�1 ,•
RETAINING W ALL PROFILE -' .
Half Scale. Scale 1" = 6' Half Scale. Scale 1" = 60' Retaining Walls - Cross Section Drawn By: Figure: Half Scale. Scale 1" = sUaaouA
VERTICAL SC'ALF I" - 3' HORIZONTAL SCALE: I" - Ar 13 of 17 Half Scale. Scale 1" = 60'
Vr:RTICAL SCALE: I" - 3' HORIZONTAL SCALE: 1" 30 _
s

SWALE CALCULATIONS - GRASSED + a . + + . Y IN1r ALL I-E\IPORAR1 SLOPEr + r + r r r Gr T2 u�Y pK
DR\I\FUR CL RD CI:'T S\4\LL Y ♦ 5'
1SHFF.T ( 1111 .♦ lot la)T
S'NA_E
01101
DA CONTRIBUTING
SIDE
BOT'OM CEP-. CIF DEP'N( OF MO'k OF
AC TUA_
CHANNEL
ADECUA-E
.HER
LENGTH
NYERT
•
a . . r .�: r .
IT 29 1
GRADE
SLOPE
WIDTH
'N4TER
AWY-e
SNK"c
VE -OCT'
CAPACD`(
CAPACIT`(1
REQUIRED'
I'OO MWJP
_Es
`
. GRASS SW%L Mir,:SIIN. SHALL HE L(K\TFHAI'AlC
CURB BRL:\K TYP IN IF.RIOR 1 )T 11\FS IiNI FSS )THFRWISE SPECIFII-D
',
+� . . + + + + y
W Y +_, r .
r • .. . r
�►` . r . r
*
ALLOW ABLE IMPERVIOI. S SURFA('E I1° 228.9'6 SF
'r r . r r . . . . r
. r . .�, `.r♦Y1.'w r
.
1
0.53
OA -I .A01 :
• 00
3
2
050
' OX
8 O0 1
' 49
2 63
YES
NO
'00'
38
1
0.13
DA -2 A01,
W
3
?
348
' CU
3 �
' 35
: SC
YES
NO
'00'
179
3
0.72
DAJ 'AC3) _
t DO
3
2
357
00
_
a 00
_
1 59
337
_
- YES
_
NO
_
100'
771
4
086
DAs AOl.A05
100
3
'
039
00
3.00
-'9
aC
YES
NO
00'
6,
S
0.73
0A-5 AW
100
_ 3
2,
4'
_074
t 00
a OD
t 43
2 34
YES
NO
.00'
7 95
6
1.57
'!1A-0 01,07 AOB.A`9
+ 00
3
2
T56
�- 8 JO
+ 30
'i
_.. .YES __..�._
_NO __.
00`....
7 55
7
_ 0.72
DA -7 A 101
")o
3
2
J '8
' 3C
8 00
86
3 X
YES
NO
'00
700
8
1.13
DA .8 A11•A1-.
100
3
2
068
1 DC
300
1,
474
YES
_
NO
'00'
7J0
9
0.67
DAA A13:
t 00
3
2
J 45
OC
370
' .0
' '-0
YES
NO
•00'
7 59
10
_ 0.81
DA •10 A t1+A 15!
t 00
3
_
35
! OC
800
t ::
1 30
YES
NO
100'
7 98
11
1.12
DA 1 t A16 -A!7",
1 00
3
5 5
)n
+ 00
'+ 50
_0_97
1 t8
_
YES
NO
+00
783
12
0.89
DA :AIS -A191
100
3
3
7,5
t 00
900
i 76
099
YEA
NO
t00'
112
13
0.90
DA43,A20)
- 1 00
3
030
1 00
8 00
t t2
09,
YES
NO
+DO'
898
14
0.87
DA 11 A �9 ,
00
3-
035
t 00
810
- 22
30
- YES
_
NO
100
695
15
2.13
DA 15 A22)
i 00
3
6
330
i
t 00
•2 00
t 25
258
YES
NO
206
6 37 .
is
2.25
DA 16 A2J,
1 00
J
a
000
100
1200
25
2 58
YES
No-
70,
a ]3
r
. . . . . .
ADDENLR(Y OISSIPAIER \I
TOC OF SLOPE
09-30
r . . . . . + r r
'♦�
. + . . �♦ .
Is BLFnuul
r t r . + .
�
104 WETLA\D$
a . . r .�: r .
IT 29 1
+ 1. . r r . r . r r .
. . � . .'S
. r r
r • r . +
I MPERVIOUS AREA
-__- _-_ -....
• • +SECi%ION WETLAND LINE BY LMS +
Locatio
r . r . r . + . r
. r +
.r . . . .
'r
. . . . . .
Y
. GRASS SW%L Mir,:SIIN. SHALL HE L(K\TFHAI'AlC
CURB BRL:\K TYP IN IF.RIOR 1 )T 11\FS IiNI FSS )THFRWISE SPECIFII-D
',
+� . . + + + + y
W Y +_, r .
r • .. . r
�►` . r . r
*
ALLOW ABLE IMPERVIOI. S SURFA('E I1° 228.9'6 SF
'r r . r r . . . . r
. r . .�, `.r♦Y1.'w r
.
RFT MNINU N'\LLY
PROJECT IMPERVIOUS SL RF ACF 1". 228v'6 SF
Grading
+ + + W Y + V r +
y + 4
r . .. . .
. . . . . . . . . . . . . . r
SWale le
/
. . . . r INSTALL TEMPORARY SLOPE
. � � ('OAST AL WETL.\NUS
r ` . . .
r� �..•
-. - -
r + r " + + . • _
11'
. . . DRAIN FOR I I. RB CLT SW':\LtISHE
SW ALL -6
r
TCI0A
Rcmo �•
-
SW \LES
\
-/ /
PGE
ADD
ADDF ERG) DISSIP4 FER IF
IUE OF SLOPE
\
NOTE
+
(OAST\LWETL\ND `♦. �i .
r r .
_
ill A 1
/
-----
r ! LINE I' . . „
r • .
'q2
- \
URA FW\Y APRON INII'Fla\ FHL RIGHTOFI W':l'
j / \
\
DRAIN FORCL'Rd CUT s\V:ALE
` \
9-:
,// / IN NALLOC\IION FOR EACH I -OI IS INDEPLNDENI OF
-
ISHEEI'CI6.11
\
NO IE.
\..
/ - / \ SIDEWALK \RLASL(1(:�\I EU WII'11 IN Fill' RIGH F OF W'. 11'
+ . "' +' r +' + +'
+' +' +' + + +' . ., + . +
1 rs SHALL xL GRADED O ETI 1I' THE HIGI1 POIN r IS
. . . . . . . a . . . r r
r . . . . . . +
r . . . .
104 WETLA\D$
a . . r .�: r .
. . r + r +
\ /
\ LIK\FLDAF lifEBl'ILDING I(KITPRI\F:\NDRUNOFFSIIALL
111 EI FLOW AAA) FROM DIF STRU('FLRE T E.E.MIN
- - _ _ - -
• • +SECi%ION WETLAND LINE BY LMS +
+ + +
1111.722 $F
. . . .
r + Y W •'. ��
r . .
.r . . . .
'r
. . . . . .
. GRASS SW%L Mir,:SIIN. SHALL HE L(K\TFHAI'AlC
CURB BRL:\K TYP IN IF.RIOR 1 )T 11\FS IiNI FSS )THFRWISE SPECIFII-D
',
. . . .LANG MANAGEMENT GROUP . .
AN
. . .
3.13 Ac
. r . .� . . r
+
t3 -
\
r . .. . .
. . . . . . . . . . . . . . r
/
. . . . r INSTALL TEMPORARY SLOPE
. . . DRAIN FOR I I. RB CLT SW':\LtISHE
r
TCI0A
-
SW \LES
\
-/ /
PGE
ADD
ADDF ERG) DISSIP4 FER IF
IUE OF SLOPE
\
NOTE
+
. SIIFTT (' 11).11
\
ill A 1
/
GP�2115P
INSTALL TEMPORARY SLOPE
• • • • • • •
URA FW\Y APRON INII'Fla\ FHL RIGHTOFI W':l'
j / \
\
DRAIN FORCL'Rd CUT s\V:ALE
` \
9-:
,// / IN NALLOC\IION FOR EACH I -OI IS INDEPLNDENI OF
-
ISHEEI'CI6.11
\
\..
/ - / \ SIDEWALK \RLASL(1(:�\I EU WII'11 IN Fill' RIGH F OF W'. 11'
ADD ENERO) DISSIPATER AT
'r TUE Of SLOPE
RETAINING WALL
--:
r (SHEETC11)11
('URB BREAK TYP. :.333
THE FOI.LOW INC, HEST 1I \NAGEMENT PRA( FEES
\
34 SH ALL BE I SED THROUGHUI TTHE SFFF TO ENSURE
NO NFT INC RI..\SEI\ A DQ PE.\K DIS('HARCE
SW:\LE-3
f'
FROM THE DI N EI OPMEN1 �I
WIFR
OL ACT SW: IES. WEIRS VFCTT VIED FII.)' ER
STRIPS. \ND K(K'K
cif
1. 1.11
RETAINING WALL + +
/
CURB BREAK TYP.
36
�.
I I
r • • • • •
\ ♦ /SWALE
NOTE-
W
-
1
'r .ETS "
9? SE WLAND
+
HO / /
� /
�'
\\
\ 11 ALL STORNIW.\FFR F.\SENIFNTS TO BE WIDTH
I rc
DISTURB:\NCE +
y
`�•JI
\
1 \I.L
/r _. CO-KNITI"\('CESS FASFMENTSTO RE III' WIDTH
rJr
. . .
�N SP SP
p
/
AULCl RBII;T S\\\LES AID SHOWN AT IVY LE\(,TMS. CONSTRUCT
S W ALES TO REICH TDE SLOPE AT THF BACK OF THE
.
0.%Z :
LOTS TF\IPOR ERN
SLOPE DRAINS WILL BE INSTALLED TO PREVENT W 1SHOLTS AND WILL
SIDE\\'ALK ST ART
'�'
/
\
RE REPL \CEO B\' RIP RAP STONE AFTER VEGETATION IS EST15LISVIFD
- 0'W IDE- PkR% 101, S ('ON(
RF.TF.)LNERGYDISSIP:\TERS\RI
/
1
Ate\
\
rOBE ADDED\\TIERS THE CURB CUT SW \LF
VIEFTS
n~
�'•
CURB FIRE 4K
\
TY'P
THE TOE OF SLOPE ALO\G THE BACK OF THE LOTS.
\
(�
` SW:\LE-1'_
NINE. PFAI'H ACCESS F:\Sh MFNTS SHOLI.D DF PE:R\IOCS TR.\II.S
UJ LL
AA
EAST 5TH STREET
y
'
Ix EAN HAZARD
RIGHT -OF -WAV
45,
\
SNIALL STRICTURE
60'
\
\
\ SETBACK 1195'1 TERMINAL GROIN
G
-�,I'D
- -
sF WETLANDS
DIS I,:RBAN(E
5 \.
.- -
O
- - -
C1 Jgt\G\I
- - -�i'�� N
40 80 ISO
✓`O_�� •�-
Scale 1" 80'
BIKE L:\NI:R\IOUTART
RST:\LL TEMPOR,\R) SLOPE
WIDE.-PF.RVIOCS C(iNC0.F.Ti:1
DR:\IN FOR C'l-RD CII'S\\ALF.
SHEET CI0.11
\UU E.\h: RGY ONSIP\FIR \F
TOL (IF SLOPE
` " " +' + • + - '
SGE I
IsEIE CT C10. 11
26'
S
_
I
I
I
Plans'provided fast Coast Engineering, Shallotte, NC.
0 o
�\
Project:
LAMA Major Permit Application
Date:
Revision Date:
I m=
- __-
The Point at Ocean Isle Beach
05/05/2017
07/19/2017
3I�
Ocean Isle, NC
tale.
ob u m r:
=
° - -_
T'
Title:
ill - 80'
- -
02 16 333
-
` RECEIVED-
_.
I
4TH STREET60'RIGHT-OF-WAV _
_
�
Stormwater Plan 1
Drawn By:
Figure:
ISM WILMINGTON, '
- -- --
EAST
—
14 of 17

.. SWALE CALCULATIONS -GRASSED. +.+.+.•.+. y . +.•. +. +. +. +. +. +.+. `.`.+.+.+.+.+.`. y.`.+ �+ +/`, OR -2s -2D
I.
lot la aiut
+. W • y • • • ++ • ++++++" ` • `+ `++ • . W +++ a + .pV'1�Re�t1 VNO+ ++ • ++++ + • + y +++++++ • + 09-30-101
SWALE �CNGMUONAL SDE BOTTOM DEPTH OF OEPTH :- -� y ACTUAL CHANNEL ADEQUATE L14ER LENGTH NVERT . ` . ` . a . ` . ` + . ` . y + ` a ` . Y . . . ` . . . ` . ` 111j LMP . + + . . " + ` a . + . . . a
a 01101 DAC GRADE %, SLOPE WIDTH WATER SWALE •St4PLE VELOCITY CAPACITY CAPACITY' RE,^-UREO7 I100'MIN, EUPV ` • + • • • • . . OPSj P. .12-22-10
1 0.53 0A.1 A01 1.00 3 2 0.50 1 00 Boo 1 a9 263 YES NO 100' 738 a y a a a y a a a j a . y . + . . a . a . Y . + . . . y a a . y . + . • . r . y . a \ 63-29-201
2 0.43 DA '1 AW 100 3 2 0 48 1 00 Boo 145 2.40 Y� NO ,00' 779
i ii.rt DA -3 ,Mei:. 100 i 657 , oQ Boo 159 337 Y6s NO tuo• 7 n . . . . . . . . . ` a + . a ..... . . . + . . . . . � . / IMPERVIOUS AREA Gradin r
4 0.80 DAs A01+AOSI 100 3 2 039 100 800 _ 1 ?9 180 YES _ _ ND _ 1W 761
len
-- ----". ..- ---_ .- _ .. _.. -- '47 '- - - - _. - - __- - - - . . . . . . . . . . . . . . . .
5 0.73 DAd A081 t 00 3 2 D 47 1 00 8 JO 113 32 - __ _ - YES NO _ - - 100 __ i. d5 .. .
0 1.57 DA -6 IA07 A08•A09, 1.00 3 2 0 45 1 p0 300 1 i0 T t3 YES NO 100 755 ` ` ` ` " EpI $APS ,S NLRFACE 12• - 228.976 S M 1
_._ _ _ _ _. _ . _ _ _ _ _ _ _ ___. _.. ___ _ i__.. . . . . . . . . . . . . . . . . . a P30 qA PROJ6(TIMPFRV IMPERVIOUS SURFACE I?°re ,228.9765E F
ALLOWABLE IMPERVIOUS 06-15
7 0.72 �A-7 A'O; 100 3 J 76 1.00 800 t 88 8.00 YEf ND 100' p NODE
8 1.43 DAd A11.Al2) 100 3 2 0.88 100 800 174 4.74 YES NO 100' 700 . . r . r . Commen
9 0.87 OAA A•3; 100 3 _ 045 100 800 14D 2.10 YES NO 10D75g • • . . . . . a . . . . . . . -_ Remov(d
10 0.24 DAAG(A14.A15I 100 3 2 0.35 100 800 122 130 YB 1#0 1001, 798 ` ` ` ` ` ` ` ` ` ` ` I, / 07-19-201
11 1.12 OA -11 At6-At71 , 00 3 5.5 0.211 100 11.50 0.97 1 18 Y!8 NO 100' 783 - ` ` ` ` ` ` ` y + ` REVISIO
12 0.89 DA.12 A 19-A t9) 1 00 3 3 025 100 900 106 099 YES NO 100' 7 7: ` ` ` ` ` provided
13 0.90 DA -13 A 201 ' 00 3 2 0.30 100 8.00 1 12 097 YES NO 107 8 • • • • • . . f . . _ . . / cul -d1 sac
14 0.87 DA -14 A21, 100 3 2 0.35 1.00 8.00 122 !.30 YES NO 100' 8.95 • ` + • • • ` 4p OF + + a + r
15 2.13 DA -15 A221 1.00 3 6 0.70 / DD ;32L.
200 t 25 2.58 YES NO 208' 834 • • ` • • rII�N J1LE SIL ` + • �/r 4�
10 2.25 DA -/8 A23! 100 3 8 0.30 I >D 12 00 f 25 1 2.58 YES NO 270' 834 • ` • ` ` Ff3t Op /
. . . . . . . . . . . . . . . . . .. . . . . .
. . .��� . y . y . ` . . ... + . ` . y ... . M�s�N ^
�. . . . y..a.aaaa..a . .a. �.�•�S0000 .`. `r`ay `. `a`.`. `W` y` .`. `. `. . ` ` - - -' �� ( '` 0 7 )� i NOTE.
SF
1` 4\ I
. . . . . a �N. a . r . a Sr / �LOTS SHALL BE BRAVED SO THAT THE HIGH PO\T IS
. .y. yy aaa + aWaa+ Va yya LOCATE AT THE BUILDING FOOTPRINT AND 'INOE SHA
SHEET Fu)w\w\vFROM rxeSTRUCTURE \ra
NL.L
. . . MEAN HIGH WATER LINE • • • • • • • • • • • 2
j
• • + + + + . + - + + + + - + OF OLD SOUND CREEK` • • • • + + + + + + + SIDEWA_K END 7034
. . . . . . . . . . . . . . . . . . . . . . . . . . a . . . . . . . . . . 875122. 15' WIDE- PERVIOUS CONCRETE) \SF
. . . . .. . . . . . . . . . . . ... . . ... . ... .
a . L . Wa a ..+..Wa ..WV.y \ BIKE LANE END
IS'WIDE-PENVIOUS (O. NCRETEt. . . . . . . . . . . a . . . . . . . a . . . . . . . /9h
G
y . . . . . . . . •` COASTAL ETLANU. ` y • • . . . . . ` . a . . y ` . . . a . + . y . . a COASTALW E'rLANU LINE
. + . .... . . . . . . . . . . . . .L+N. a . . a + .. y . . . . . . . .. . . + . . + . . V . . . . + . . . . r . + . . y . +
HE
-�- B) IVEW(K'A MO FOR WITHIN
THE
INC'LI;U WAY
y . . . .�- 4♦ . . SF U0.nEWAV APRON wITH1\fHE R10HT OF WAY
. I . . . .�, + . . RETAINING WALL
• + . • • • WETLAND LINE ` ` ` } ` ` ` ` " ` ` ` ` " ` ` " ` .. ♦ ` ` ` ` ` R52 1 BL \ ALLOC'ATION FUR EACH LOT IS INDEPENDENT Uk
. . . . . . . . . . MR,♦.r; . + . .`I!-rr,, .,'_�. �-,ra r♦.� • . • r • •�. . • . • . • . w • . • . • • p+S • • • • I ' SIDEWALK AREAS LOCATED WITHIN rHERIGHTOFW:\1.
.W'I•. . ... . . . . . . . . .r . .
.. RETAINING WALL ...:.+ ` .
A . . . . . . . a �rrr�
3
. . . . . . r a .l►, . y .wr�W�
12.965 SF WETLANDS 1. . • ` / NOTE:
. . + . + . . . a . . ♦✓[�
+ . . . . DISyURBAVCE
_pP GE
FOLLOWING ST.MANAGEMENT PRACTICES
````````` � ..a„`.```r j FA I BE RDTRTTHSIENSURE
INSTALLTEMPORARYSLWE \ NONETICEASE IN .,AN PEAK DISCHARGE
• + ++++++` FROM THE DEN,ELOPMENT\:CWLLpD
. . . . . . . . .. SHEETCIO.I)
:\TER ADD ENERGY DISSIPATER AT . . . + + . 1♦w� . . . . . SWALE-16 C� W'QUALITY SIVALES.WEIRS. VEGETATED FILTERa + ♦ . TOE OF SLOPE .,, '�.�"♦ . . . . \ M \ STRIPS. AND ROCK CHECK DAMS
• • • • • •. •�•a . • . • a • 1SHEETC10.0 . . . . . w"♦„�4•. . . �'•• RETAINING WALL
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8CUT5WALESRESHOWNA't NG
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SW ALES TO REACH THE SLOPE AT THE BACK OF THE LOTS. TEMPORARY
\\ \ W
-IYP/ t SLOPED INS WILL BE INSTALLED T) PREVENT WASHOUTS AND WILL
\ 5 \ / BE REPLACED BY RIP RAP STONE AFTER VEGETATION IS ESTABLISHED
4.1 ENERGY DISSIPACERS .ARL TO BE ADDED INHERE GE CURB CUT SWALG
SWALE-S \ /� \ \ / / / / I MEETS THE TOE OF SLOPE ALONG THEBACK OF THE LOTS.
\ \\ \ •. / /<-I. RB BREAK TYP. \\ \ �� \ \\ V N /
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\V' STABLE VEGETATION 0 40 80 160
DATED. 11-2-2016
CURB BREAK TYP. \ \ A •'\ \ /� t \� !
oJv •/' / Scale 1' = 80'
-B/
i \ INSTALL R CURB RB ARY SLOPE / C n .-.-6 k 8.B.
DRAIN FOR 11-1 S\/'ALE '\ / cnd pv
\ 1 \ IS,IFEI'CIO It
SFA ADD ENERGY DISSIPATER Ar j Plans provided by East Coast Engineering, S Ilotte, NC.
l \ rOE OF SLOPE `
\\ I..rA \ \ \, ISHEFT CIII.11 /-
WWSF Project: CAMA Major Permit Application Date: Revision Date
? ' 05/05/2017
�/ The Point at Ocean Isle Beach 07/19/2017
\ 5W.ALF IU y�F GGA �1 Ocean Isle, NC Scale: Job Number:
,° % /✓ �J� /; Title: 1" = 80' 02-16 333 x RECEIVED
Stormwater Plan 2 Drawn By: Figure 15 of 17 WILMINGTON, 5
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Project: CAMA Major Permit Application Date:
The Point at Ocean Isle Beach 05!05/2017
Ocean Isle, NC Scale:
Title: 1" = 80'
Utilities Plan 1 Drawn By:
NorE:
CONTRACTOR IS RESPONSIBLE FOR VERIFYING
LOCATION. DEPTH & SIZE OF .ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTIO\.
NOTIFY E.NGINEERIF CONFLICTS EXIST.
NOTE
C'O\TRACrOR SHALL MAINTAIN A MINIMUM 1(f
HORIZONTAL ANDOR I%' VERTICAL SEPARATION BET%'F.EN j
ALL WATER .AND SEWER LINES.
WATER OVER SEWER III' MIN UNLESS OTHFRW ISE. SPECIFIED.
.R,TE
PRESSURE SEWER SYSTEM SHALL BE INSTALLED 11
ACCORDANCE WITH NCDENR DWR AND I5A NCAC 02T SEW!•R
ST
S)'EAIS SMALL BE LO(' \rED AT LEAST 50 FEET AWAY FROM
ALL%FTL.%NDSORI\ST.LLLEDASREQURTEDBA ISAN('A(--`T
0305 PUMP STATION WET WELLS SHALL NLV NTAIN A MIN.
M PARVrK)N OF 10 FEET FROM ALL WETLANDS. r
0 40 80 160
Scale 1" = 80'
07/19/2017
Job Number:
02-16-333
Figure
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\
T /
Project: CAMA Major Permit Application Date:
The Point at Ocean Isle Beach 05!05/2017
Ocean Isle, NC Scale:
Title: 1" = 80'
Utilities Plan 1 Drawn By:
NorE:
CONTRACTOR IS RESPONSIBLE FOR VERIFYING
LOCATION. DEPTH & SIZE OF .ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTIO\.
NOTIFY E.NGINEERIF CONFLICTS EXIST.
NOTE
C'O\TRACrOR SHALL MAINTAIN A MINIMUM 1(f
HORIZONTAL ANDOR I%' VERTICAL SEPARATION BET%'F.EN j
ALL WATER .AND SEWER LINES.
WATER OVER SEWER III' MIN UNLESS OTHFRW ISE. SPECIFIED.
.R,TE
PRESSURE SEWER SYSTEM SHALL BE INSTALLED 11
ACCORDANCE WITH NCDENR DWR AND I5A NCAC 02T SEW!•R
ST
S)'EAIS SMALL BE LO(' \rED AT LEAST 50 FEET AWAY FROM
ALL%FTL.%NDSORI\ST.LLLEDASREQURTEDBA ISAN('A(--`T
0305 PUMP STATION WET WELLS SHALL NLV NTAIN A MIN.
M PARVrK)N OF 10 FEET FROM ALL WETLANDS. r
0 40 80 160
Scale 1" = 80'
07/19/2017
Job Number:
02-16-333
Figure
16 of 17
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HATCH LEGEND
12-30-201
10' lift sru
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Q. x3_ ASPHAL IROADW' AY
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WITHIN THE FIRST 01 FEET FROM A STREET. ROAD. OR
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CONTRACTOR SHALL MAINTAIN A MINIMUM 10'
>
ALL WY TER :AND SEWER LINES.
WAFER OVER SEWER IW MIN. LNLESS O THERW ISE SPECIFIED
i
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PRESSURE SEWER SYSTEM SHALL BE INSTALLED IN
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SYSTEMS SHALL BE LOC ATED AT LEAST 50 FEET AWAY FROM
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.0305. PUMP STATION WET WELLS SHALL MAINTAIN A MIN.
SEPARATION OF 11) FEET FROM ALL WETLANDS.
. . . . . . . . . . w W w w • .
. w .
. . w w . '\\..., /
y w w w w w w w
LIFT STATION
GE . . . . . w . . w . . w . w RIXI ELEV = A.N1 + y
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RIM ELEV-8.00
+ • • • INV
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N--i09(FROM Sr -571 . • •
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• • • y • /
0.
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HIM ELEV = 9.30 • • •
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Drawn By.
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YE)CM WILMINGTO
GP'°
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/
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Plans provided by East Coast Engineering, Sh tte, NC.
Project: CAMA Major Permit Application Date:
Revision
The Point at Ocean Isle Beach 05/05/2017
07)
Ocean Isle, NC Scale: -
1" 80'
Job Num
0:
Title:
v v
Utilities Plan 2 Drawn By:
Figure:
HATCH LEGEND
12-30-201
10' lift sru
07_19-201
EXISTING WETLANDS
REVISIO
L—�---
•---�
proviJed
cul-de-su
S1RF A['F WATERS
Q. x3_ ASPHAL IROADW' AY
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-
NOTE:
NO LANDSCAPING OF.ANY TYPE SHALL BE PLACED WrTHIN :1
3 FOOT RADIUS OF.ANY FIRE HYDRANT. W' VTER METER. OR
SEWER SFRVIC'F. VALVE BOX.
I
JK
NOTE:
WITHIN THE FIRST 01 FEET FROM A STREET. ROAD. OR
HIGIIW'AY RIGHT OF WAY THERE SHALL BE NO SIGNS.
PARhIN(LOR:\NY OTHE0. OBJECT BETWEEN THE HEKiHT OF 121
FEET IND I IM FEET WHICH MAY ()H.STRUC-T SIGHT VISIBILITY
NOTE:
CONTRACTOR IS RESPONSIBLE FOR VERIFYING
LOCATION, DEPTH @ SIZE OF .ALL EXISTING
j UTILITIES PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER IF CONFLICTS EXIST.
VOTE.
CONTRACTOR SHALL MAINTAIN A MINIMUM 10'
HORIZONTAL AND OR I8" VERTICAL SEPARATION BETLA'FLN
ALL WY TER :AND SEWER LINES.
WAFER OVER SEWER IW MIN. LNLESS O THERW ISE SPECIFIED
i
w
NOTE.
PRESSURE SEWER SYSTEM SHALL BE INSTALLED IN
ACCORDANCE WITH NCDENR DWR AND I SA ICAC 02T SEWER
ll
SYSTEMS SHALL BE LOC ATED AT LEAST 50 FEET AWAY FROM
ALL WETLANDS OR INSTALLED AS REQUIRED BY I5A NCAC'_T
F�A�1 O
.0305. PUMP STATION WET WELLS SHALL MAINTAIN A MIN.
SEPARATION OF 11) FEET FROM ALL WETLANDS.
�11
1--1
480 160
Scale 1" = 80'
S.ak: 1
Drawn By.
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WETLAND LINE TABTZ
INUFLAND LB6R TANA
WETLAND LINE TABLE
WETLANDLIT/BTABLE
1
LBA3
11MRI
DISTANIM
LINE
MAXIM
ODUlil73
LBM BEARWG
DISTANCE
LINE 13GARDI:
MWANCE
6617
WH
arwim
5Lw
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W41•D2'4.9
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wla sib. -3'E
am
Wits Sir IT2o-9
12.66
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s66"oC]VE
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win ioww-N•E
3536
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1739
L12
woo
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r.49
MW
WV WM
I&B
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2412
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X41
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NW33-ME
Still
w101
or 4y
3219
w1A WV,?-T3.;v
LII
W+J9 Slrtr,37w
11.13
THEATLANTICINTRACOASTAL
473
Ar47128
s2.&3
W14
N6r2T4rw
8012
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49.m
Wia sr11`13-6
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19.12
win %rxtx4
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ilii
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26,03
w14
Nr1Ad8
31.11
wi•N sorsrSI•w
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xm
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Cr11"WW
3101
w14
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win sir41"St•1Y
1135
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29.12
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w79
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ball
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3236
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all
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41.41
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2175
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31331
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'A". N 61.54.OS'E.317.72• (GROUND)
`�-
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wa NrW43.6 2&41 x132 N33- 395'1 3137 win 31041'33•w 24n
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Wa INT094r9 1t30 wit Nlra _+ra 21"21 9YW3 sr 4.40.6 M31
W'wN2r 4T 198 ]gist Wi79 10'IS ITR' O.ii IPM 0"74`568 36.18
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wq NI.11`2rot N.NI WITS 3WYlrw on MW SWITaB 3911
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woo s]r0ri6'9 33.93 wl» NYT 4587'9 33.72 1)ID SWW4r Na
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x'99 101.11.110/lb{ 36r 4'17'w xM WnJ SSr 2139'1 1211
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BPARD4G
/.
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i 77p
4A
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114
W
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4d WL7L33m
��
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6617
g m.1a
h
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/
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1.64 ELEVATION (NAN.D. U DATUM)
DECEMBER 2011
u
N4rWl"
6Ln
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49.12
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Lf
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1 _
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/'
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s unto,
13.61
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31.313
LII
sovotio28
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sn-39D•9
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BPARD4G
DISTANCE
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i 77p
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ENDFMST LINEOF
STABLE VEGETATIO BEAM
804 WETLAND LINE
FIRSTLINEOF
STABLE VEGETATION BY
LAND MANAGENENT GROUP
ATLANTIC OCEAN
BOUPTDARY LIVE DATA
LINE
BPARD4G
DISTANCE
JOINT 404 WETLAND&
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Ll,
4A
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114
W
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'j(1[/ %r lrlrx
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MEAN HIGH wA7FA LINE OF
6617
g m.1a
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NU-W40E
THE ATLANTIC OCEAN DEFINED BY
1.64 ELEVATION (NAN.D. U DATUM)
DECEMBER 2011
w!w ta3aW � \
ENDFMST LINEOF
STABLE VEGETATIO BEAM
804 WETLAND LINE
FIRSTLINEOF
STABLE VEGETATION BY
LAND MANAGENENT GROUP
ATLANTIC OCEAN
BOUPTDARY LIVE DATA
LINE
BPARD4G
DISTANCE
L1
Ni"Mrs
4A
L2
N3s'h76'B
114
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Nn7nr9
CAI
U
N3 rfl
6617
is
NU-W40E
73.46
u
N4rWl"
6Ln
L7
NWf31r9
49.12
L
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66a
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am
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N41•gn8
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-
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l4o'SrtrR
tau
LN
SII•STJCE
3L3f
BOUWDARY LUPE DATA
LWE
BEARING
DISTANCE
LU
s unto,
13.61
Lo
$72.00418
31.313
LII
sovotio28
30.71
LL
sn-39D•9
Ho
L39
bTMri'e
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Lm
s2 -sans
7540
Lxl
3r7322•w
xW
L22
srm14•w
7653
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91-3z4DE
ban
121
sl•u79•E
7221
1]5
srHYViV
WJ3
Lt6
[frJSirw
33.72
121
31rSfx'p
3191
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