39-15 Watersedge Holdings LLC

Permit Class
NEW
Permit Number
39-15
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
ermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Watersedge Holdings, LLC, 200 Bracken Court, Raleigh, NC 27612-6101
Authorizing development in Carteret County at Boeue Sound, 3200 Emerald Isle Drive,
Emerald Isle. as requested in the nermittee's application dated 12/17/14, incl'g the attached worknlan drawings
(6), 1-2 &4-6 of 6 dated 12/18/14, 3 of 6 dated revised 1/23/15 and proiect narrative dated revised 1/23/15
This permit, issued on March 12, 2015 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Upland Development
1) Unless specifically altered herein, this permit authorizes the land disturbing activities associated with
the development of the above referenced property, all as expressly and specifically set forth in the
attached permit application and workplan drawings. Any additional land disturbing activities and/or
construction may require a modification of this permit. Contact a Division of Coastal Management
representative at [phone] for this determination.
2) No increase in impervious surface coverage is authorized with this permit.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2018
In issuing this permit, the State of North Ca a agrees
that your project is consistent with the North Ce Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
a7 vv11 �/ V
�' . Davis, Director
`Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Watersedge Holdings, LLC
ADDITIONAL CONDITIONS
Boat Kamp
Permit #39-15'
Page 2 of 3
3) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
4) Excavation and ground disturbing activities, associated with the placement of the boatramp, above and
below the normal high water line shall be limited to that absolutely necessary to establish adequate ramp
slope and provide a ramp no greater in size than specified in the attached permit application and
workplan drawings.
Spoil Disposal
5) All excavated materials shall be confined above normal water level and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
6) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Division of Energy, Mineral and
Land Resources, 127 Cardinal Drive Extension, Wilmington, NC 28405.
7) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
8) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes.
General
9) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
10) No vegetated wetlands shall be excavated or filled, even temporarily, without permit modification.
11) No open water areas shall be excavated or filled, even temporarily, outside of the area indicated on the
attached workplan drawing
12) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.

Waters6dge Holdings, LLC Permit #39-15
Page 3 of 3
ADDITIONAL CONDITIONS
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required, including but not limited to a Stormwater
Permit from the Division of Energy, Minerals and Land Resources.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWR Project
No. 15-0059.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-2015-00299
NOTE: An application processing fee of $400 was received by DCM for this project.

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Watersedge Holdings, LLC
Project Name (if applicable)
Drainage and Pavement Improvements
Applicant 1: First Name
Bobby
MI
Last Name
Whitt
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
200 Bracken Court
PO Box
City
Raleigh
State
NC
ZIP
27612-6101
Country
USA
Phone No.
919-870-8712 ext.
FAX No.
Street Address ff of ferent from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Arendell Engineers.
Agentl Contractor 1: First Name
MI
Last Name
James (Bill)
W
Forman, Jr., P.E.
Agent/ Contractor 2: First Name
MI
Last Name
John
J
Wade
Mailing Address
PO Box 1
City
State
105 N. 101^ Streett
Morehead City
INC
ZIP
Phone No. 1
Phone No. 2
28557
252 - 622 - 4338 ext.
252 — 259 — 7224 mobile ext.
FAX No.
Contractor #
252 622 4505
N. C. Certification No. C-1509
Street Address (if different from above)
City
State
ZIP
Email
bill@arendellengineers, [e-mail]
RECEIVED
<Form continues on back> DEC 18 2014
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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. #
Carteret
3200 Emerald Isle Drive
58
Subdivision Name
City
Stale
Zip
Water's Edge Mobile Home Park
Emerald Isle
NC
28594 -
Phone No.
Lot No.(s) (d many, attach additional page with list)
- - ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Bogue Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
NNatural ❑Manmade ❑Unknown
Bogue Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Town of Emerald Isle
4. Site Description
a.
Total leof shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
.Oh
1, LF 1, N30 9 3
547,984SF
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
4'- 13' NNHW or ❑NWL
e.
Vegetation on tract
Existing vegetation located on the project's tract include live oaks, small pockets of shrubs, lawn areas, and coastal
wetlands.
f.
Man-made features and uses now on tract
Existing man-made features on the site include 119 mobile home units, storage sheds, enclosed and unencosed porches
and decks, an unenclosed covered pavilion, bulkhead along north side of property, concrete boat ramp with asphalt access
road, 18 timber piers, asphalt roadways and —1,250 L.F. of riprap sill along the toe of coastal marsh.
g.
Identify and describe the existing land uses adiacent to the proposed project site.
Existing land use on the project site is as a mobile home park. Adjacent land uses includes a gas station and retail store
south of Highway 58, residential uses to the west and east, and a retail store near the entrance to the site.
h.
How does local government zone the tract?
1. Is the proposed project consistent with the applicable zoning?
MH1
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ❑No NNA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it Involve a ❑Yes NNo ❑NA
National Register listed or eligible property? RECEI VEn
<Form continues on next page> DEC 18 1014
Prl?ra_rmH9 elTY
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Form I)CM 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.
On -site disposal by septic tanks.
o. Describe existing drinking water supply source.
Drinking water is provided by Bogue Banks Water Corporation, a N.C. licensed public utility.
p. Describe existing stone water management or treatment systems.
Overland flow.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? []Commercial ❑Public/Govemment
®PrivatelCommunity
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The project includes regrading and resurfacing of—39,709 s.f. of existing asphalt pavement, installation of —5,890 s.f. of
pervious pavers and infitration system, replacement of 24 residential units with new units with a maximum roof area of 750
s.f., replacement of the 556 s.f. concrete boat ramp and construction of one catch basin, culvert and and construction of 240
I.f. of grass swales and flow spreaders".
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.
Construction of the roadways will be by conventional construction including, but not limited to pavement demolition &
removal, grading, asphalt pavement installation, installation of concrete unit pavers, installation of concrete boat ramp and
foundation. Swales to be graded, lined with jute mesh and sodded.
d.
List all development activities you propose.
Development activities include resurfacing of existing asphalt roadways with ashpalt and in some sections replacement with
pervious pavers. The boat ramp will also be rehabilitated. Three grass swales and level spreaders will be constructed for
stormwater treatment and outflow to the sound. A 15" diameter pipe will be constructed and oulfall to the westemmost grass
swale. All grass swales and level spreaders will be constructed outside of the 30' CAMA Buffer. All work is inside the 575 ft
AEC.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? ®Sq.Ft or ❑Acres
b
O Z Oce
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.
Existing discharges to waters of the state include a 36" pipe along the east property line installed and maintained by the
NCDOT and drainage from the existing boat ramp. There are three (3) proposed discharges to the state. All three (3) are
grassed swales of lengths longer than 50' that terminate outside of the 30' CAMA Buffer.
I.
Will wastewater or stonnwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving waters ❑Yes ❑No ®NA
j.
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal. RECEIVED
DEC 167N
<Form continues on back> WWWA-uaoyt."
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RECEIVED
Form DCM MP-1 (Page 4 of 4)
DEC 3 0 71"
DCM-MHD CITY
APPLICATION for
Major Development Permit
6 Adaldo.nW IA1'o►r�latla'�� 3 y y w w
rig t s M'd? �bri.. r r
{�,,,,,,,�rT,y2yy,,,,,�,, zt-i r v, i� s'� ���za�.'1�.°` SC •15-r 1a������Q+'. --'vv 1 ac -'�, �. .+,:,'S"�3�,-'�.'.ir�'-^. "�,tY
>tU4 W , be
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, cleary Indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that Is sufficlently detalled to gulde agency personnel unfamillar 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.
9. 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 mall. Such landowners must be advised that they have 30 days In
which to submit comments on the proposed project to the DMslon of Coastal ManagemeM-
R+am�gidr�wG
:"'t'k 'u, cf: Fc7DIIa:�Nr''it .'c ..•},*fix'-ec."x.,F'�-3+�.'.'xdii»a+�.m�a i.�h4-A}�..
Name PDL Beach Properties LLC a Phone No.
Address 16 Rawls Road, Suite 10D, Angler, INC 27501
.�tia?
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pennittee, and Issuing dates.
h. Signed consultant or agent authorization form, H applicable.
1. Welland delineation, if necessary.
J. A signed AEC hazard notice for projects In oceanfront and inlet areas. (Must be signed bypmpe* owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), it necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environnerdal Policy Ad
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.
1 further certify/ that the Information provided in this application Is truthful to the best of my knowledge.
Date Print Name Bobby Whitt, Presiden
7 SignaturePlease 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
282-808.2808 :: 1-888.4RCOA3T r: www.ncconstalmonag errant. net

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
Repalcing 24 mobile units with new units with maximum
roof area of 750 s.f. with no net gain in built -upon area.
c. Density (give the number of residential units and the units per
acre).
9.50
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 ❑NA
(ii) If yes, list the date submitted:
g. 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.
29.80% existing impervious area within the AEC. No
increase in impervious surfaces is proposed as part of
this project.
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.
Exisitng impervious surfaces cover some 30% of the project
site. With the use of pervious pavers, net post -
construction impervious surfaces will cover
approximately 29.02% of the site.
j. Describe proposed method of sewage disposal.
Existing septic tank method of sewage disposal will be
maintained.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
The three grassed swales will convey surface runoff to
U&5tkAW
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
_!§,�SF SIy DOl)
I. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Road surfaces will be constructed of asphalt and pervious
pavers. Boat ramp will be constructed of concrete.
h. Projects that require a CAMA Major Development Permit may also
require a Stoonwater 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:
RECEIVED
DEC 18 701,
DCM-MHD CITY
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stoomwater
design?
®Yes []No ❑NA
If yes, attach appropriate documentation.
252-808.28082 :: 1-888-4RCOAST :: www.nccoastaimanaaement.net revised: 12/26/06

RECEIVED
DEC 3 0 lnta
Form DCM MP-3 (Upland Development, Page 2 of 2) DCM-MHD CITY
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Ewsting drinking water supply from Bogue Banks Water
Corporation will be maintained.
o. When was the lots) platted and recorded?
January 23, 1005
Date
Drainage & Pavement Rehabilition, Water's Edge Mobile Home
Park
Project Name
Bobby Whitt, President -
A �t N r
Applicant Si ature
n. (1) 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?
❑Yea II ❑NA
252.008-2808:: 1.888-4RCOAST::w .nccoastalmanaaement.net revised: 12/26106

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ❑Publio/Government ®Private/Community
c. (i) Dock(s) and/or pier(s)
(III Number
N/A
(III) Length
N/A
IN) Width
N/A
(v) Floating
❑Yes ONO
❑This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes ONO
d. (i) Are Finger Piers included? ❑Yes ONO
If yes:
(ii) Number
(III) Length
(iv) Width
(v) Floating []Yes []No
e. (i) Are Platforms included? ❑Yes ONO f. (i) Are Boatlifts included? []Yes ONO
If yes: If yes:
(ii) Number _ (ii) Number
(III) Length (iii) Length
(iv) Width (iv) Width
(v) Floating []Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
N/A ❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
N/A ❑ Dockage, fuel, and marine supplies
❑ Dockage ( wet slipsl only, number of slips:
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
❑ Other, please describe:
i. Check the proposed type of sling: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mired types).
❑Open water; dredging for basin and/or channel Small Dower boats. sail boats. & kayaks.
[]Open water; no dredging required
®Other; please describe:
Rehabilitation of existing boat ramp.
k. Typical boat length: < 20' I. (1) Will the facility be open to the general public?
❑Yes ONO RECEIVED
m. (i) Will the facility have tie pilings?
❑Yes ONO DEC 18 2014
III) If yes number of fie pilings?
252.808-2808 :: 1-888.4RCOAST :: www.nccoastalrnan8nern0nt.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Descdbe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(it) Give the location and number of "Pumpout Available" signs proposed.
I. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
RECEIVED
DEC 18 20U
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes []No
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Form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal 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
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliMGovernment ❑Private/Community
(ii) Number
(III) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
III) Length
(III) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
Is the structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing _
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
DEC 18 1pfa
DEM-MHD CITY
252-808-2808:: 1-886-4RCOAST :: www.neeoastalmanaaement.net revised: 12/27/06

RECEIVED
Form DCM MP-4 (Structures, Page 4 of 4)
a. Proxlmltyof struclure(s) to adjacent ripadan property lines
DEC. 3 0 ?n'"
DCM-MHD Cfty
b. Proximity of structure(s) to adjacent docking facilities.
Note: For buoy or mooring piling, use arc of swing Including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
over 11,000 fL
e. () Will navigational aids be required as a result of the project?
Dyes ❑No ®NA
(i) If yes, explain what type and how they will be Implemented.
& OTHER
a Give complete description:
Demolition of approximately 559 square feet of concrete pavement with approximately 556 square feet of concrete pavement
with curbs.
Date
Drainage and Pavement, Water's Edge Mobile Home Park
Project Name
Bobby Whitt
Applicant Signature - -
252.808.2808:: t-808.4f2COAST:: wwar.nccoastalmanaaement.net revised: 12127M

WATER'S EDGE MOBILE HOME PARK
DRAINAGE AND PAVEMENT IMPROVEMENTS
EMERALD ISLE, CARTERET COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
December 18, 2014
Rev. January 23, 2015
INTRODUCTION
The project site is an approximately 12.58 acre site located in the Town of Emerald Isle's
corporate limits along the shoreline of Bogue Sound. The property has 119 mobile home units
and approximately 1,430 linear feet of shoreline The property address is 3200 Emerald Isle
Drive on the north side of Highway 58 at approximately the 15.2 mile marker. (Sheet 01). The
project consists of pavement rehabilitation and stormwater management improvements.
EXISTING CONDITIONS
Site Topography and Hydrography. The site is relatively level but slopes away from Highway
58 North towards Bogue Sound. A timber and vinyl bulkhead approximately 4 feet high
separates the land and coastal marsh along the Bogue Sound shoreline (photo 1). Elevations
on the upland property range from +4 to +13 NAVD 88 with a majority of the property being
between +6' to +10' NAVD 88.
RECEIVED
1AN27n
DCM-MHO CITY
Photo 1- Bulkhead and riprap sill

Water's Edge Mobile Home Park December 18, 2014
Major CAMA Permit Application — Narrative Rev. January 23, 2015
Page 2 of 6
Site Soils. Soils data for the site was provided by Larry F. Baldwin, a Soil Scientist with Land
Management Group, Inc. The soils on the project site are natural, moderately to excessively
well drained, sandy soils materials. Seasonal high water tables were tested in the two (2)
locations where pervious pavers are proposed to be installed. The seasonal high water table
varies from 25 to 36 inches from the surface along Water's Edge Drive, and to 60 to 70 inches
near the intersection of Water's Edge Drive and Courtney Court in the southwest portion of the
site. Hydraulic conductivity along Water's Edge Drive was >2-20 inches per hour to +70 inch
depths from the surface. Near the intersection of Water's Edge Drive and Courtney Court in the
southwest portion of the project site, hydraulic conductivity was >5-20 inches per hour to +70
inch depths.
Wetlands. The upland portion of the site contains no wetlands. There is a band of coastal and
404 wetlands between the waterward edge of the marsh and the face of the bulkhead. The
width of the marsh varies along the length. Approximately 1,250 linear feet of riprap sill is
placed along the toe of the coastal marsh (photo 1) over the north margin of the property along
the shoreline of Bogue Sound.
PROJECT DESCRIPTION
The project consists of pavement rehabilitation to repair reflective and thermal cracking in order
to stop or minimize continuing progressive pavement failures. Most of the pavement failures
result from water intrusion into the pavement structure caused by inadequate drainage of the
pavement surface. The project will modify drainage of the pavements and improve drainage in
two specific areas of the site that are subject to nuisance flooding.
The project has the following objectives:
• Repair deteriorated pavements including pavements with alligator cracking, thermal
cracking, potholes and pavements that have been undermined by water intrusion and
subsequent erosion of the pavement subbase and soil foundations.
• Alleviate ponding on pavements and nuisance flooding in low lying areas of the site.
• Create, through use of stormwater best management practices, sufficient excess
impervious area to permit replacement of 41 mobile home units with newer units with a
maximum roof area of 750 square feet.
• Meet conditions of Town of Emerald Isle Stormwater Ordinance completing the project
with no net increase in impervious surfaces.
Pavement Rehabilitation. There are 2,654 linear feet of paved roads on the project site
approximately 18' wide. The vertical alignments of the roads do not allow for proper drainage of
the site during storms causing significant ponding and flooding on the site. As part of the road
resurfacing, grades of the roads will be modified to allow for drainage in a mostly south -north
direction. Pavements will be removed, the grades modified, and the subbase replaced or
RECEIVED
JAN 27 2015
DCM-MHO CITY

Water's Edge Mobile Home Park December 18, 2014
Major CAMA Permit Application — Narrative Rev. January 23, 2015
Page 3 of 6
rehabilitated, and the asphalt pavements replaced. Pavements grades will be modified so that
drainage on the site is directed to two areas of pervious pavement and three grass lined swales
and level spreaders, one at the southwest corner of the site on Courtney Court, the other on
Waters Edge Drive. The low areas are shown in sheet 03,"Proposed Site Plan", as the areas
where pervious pavements will be constructed.
Boat Ramp Improvements. The existing boat ramp consists of approximately 575 square feet
(above MHW) of pour in place concrete. The ramp is not well aligned with the narrow access
road, is cracked and is undermined on the east side. The existing ramp does not present an
even surface for launching a boat. The ramp is used only by property owners and is not open
for public access. The narrow access road, the size of the ramp and the shallow water depths
at the toe of the ramp limit is use to small power boats (16' and under) and kayaks, canoes and
other personal watercraft. Photo 2 shows the existing boat ramp at a lower tide condition.
. Q r
Photo 2 — Water's Edge MHP boat ramp - existing conditions
Improvements proposed for the ramp include demolition of the existing concrete ramp to its end
below mean high water, and replacement with a new ramp 12 feet wide with a 6 inch curb on
both sides. The toe of the ramp will extend to the mean low water elevation with riprap toe
placed at the toe to prevent erosion of the toe and subsequent loss of soil beneath the concrete
ramp. Details of the proposed ramp improvements are shown on sheet 06. There is no net
increase in surface area proposed for the new ramp above and below the mean high water
elevation. The new ramp will extend waterward a distance equal to the existing ramp. A limited
amount of excavation below mean high water will be required to remove and replace the ramp.
RECEIVED
JAN 27 7015
DCM-MHD CITY

Water's Edge Mobile Home Park December 18, 2014
Major CAMA Permit Application — Narrative Rev. January 23, 2015
Page 4 of 6
Stormwater Management. The resurfacing and grading of the existing asphalt roads will
improve drainage of the roads such that stormwater is no longer ponding at several locations on
the property. The roads will be constructed with an inverted crown and grades will generally
slope from the south to the north, allowing stormwater to outfall into grassed swales, pass
through a level spreader and then over the existing timber & vinyl bulkhead. Construction of the
swales will be outside of the 30' CAMA Buffer.
Courtney Court. Pervious pavement will replace a subsurface infiltration system at Courtney
Court that is not adequate and results in flooding of the area after very low intensity rainfall
events. 3,550 s.f. of concrete unit pavers or pervious concrete with a thick large gravel subbase
will be utilized to infiltrate stormwater into the groundwater. The overflow of runoff from that
area once the pervious pavement storage is full is by piping to a pipe outfall to a swale at the
northwest corner of the site.
Water's Edge Drive. Pervious pavement will be used to infiltrate a portion of the initial runoff
volume from the Water's Edge Drive, Jamie Circle and a portion of Lu Lane area. 5,436 s.f. of
concrete unit pavers or pervious concrete with a thick large gravel subbase will be utilized to
infiltrate stormwater into the groundwater. Overflow from these areas will be directed to two
grassed lined swales that extend from Water's Edge Drive to the edge of the 30 foot CAMA
buffer with a level spreader outfall structure to distribute the flow over a larger area.
The pervious area credit allowed (75 percent) will be used by homeowners to replace existing
mobile home units with larger, more modem units with a maximum allowable roof area of 750
s.f. A total of 41 units are identified for replacement and are shown on sheet 03. There are 12
homes on Lu Lane, 6 on Water's Edge Drive, 10 on Jamie Circle, 7 on Courtney Court and 6 on
Hunter Lane that are identified for replacement. One lot which is currently vacant (lot 305) on
the east end of the development is included in the number of units to be improved. The use of
approximately 8,986 square feet of permeable pavers with a 75% impervious surface credit will
allow for the development to replace mobile home units with up to 6,100 square feet of roof area
with no net increase in total impervious area on the site.
Implementation of the improvements described above will be done with no net increase in
impervious areas. An accounting of existing impervious areas is shown on sheet 02, "Existing
Conditions," and is as follows:
Surface/Use
Existing Impervious Surface Area
Streets, asphalt pavements
47,218 s.f.
Residential unit roofs
109,323 s.f.
Shed and storage building roofs
5,365 s.f. RECEIVED
Gravel road (inside property lines)
848 s.f. JAN 27 10t5
Boat ramp (above mean high water)
559 s.f.
DCM-MHO Cm

Water's Edge Mobile Home Park December 18, 2014
Major CAMA Permit Application — Narrative Rev. January 23, 2015
Page 5 of 6
Total existing impervious area
163,313 s.f.
Total site area (12.58 ac)
547,984 s.f.
Impervious area percentage
29.802 %
The objective of the improvements is to have no net increase in impervious areas. To illustrate
how that will be achieved, proposed impervious surface areas in the completed project are as
follows:
Surface/Use Proposed Impervious Surface Area
Streets, asphalt pavements 39,709 s.f.
Residential unit roofs 109,323 s. f.
Expanded roof areas (41 units) 6,100 s.f
Shed and storage building roofs 5,365 s. f.
Pervious pavements 8,896 s.f
net with 75% credit for use of pervious concrete 2,224 s.f
Boat ramp (above mean high water) 556 s. f.
Total proposed impervious area 162,277 s.f.
Total site area (12.58 ac) 547,984 s.f.
Impervious area percentage 29.795 %
The Town of Emerald Isle administers the State Stormwater Program in the town limits. A
stormwater permit is required as a condition of any building permit issued by the Town. The
stormwater improvements will meet the conditions of the town's Stormwater Ordinance and will
be obtained prior to beginning any construction.
Land Disturbing Activity. The disturbed areas will be limited to the roadway surfaces, the road
shoulders approximately 5 feet beyond the existing edge of pavement, and the grassed lines
swales which will be graded and then stabilized with jute mesh and sod. Total disturbed area is
estimated to be 82,000 s.f. (1.88 acres). An erosion and sedimentation control plan will be
submitted to and approved by from the N.0 Department of Energy, Mineral and Land
Resources, Land Quality Section in Wilmington, NC. RECEIVED
METHODS OF CONSTRUCTION
JAN 87 7111;
Pavement of the roadways will be by conventional construction methods including, but not DCM-MHO CITY
limited to pavement demolition & removal, grading, asphalt pavement installation, concrete
pavement installation, installation of concrete unit pavers and foundation. Swales will be graded
and sodded.
PROJECT SCHEDULE
Following receipt of the Major CAMA permit, Stormwater and Erosion & Sediment Control
permits; the Association will select a contractor and resurfacing of the roads will begin. Length

Water's Edge Mobile Home Park December 18, 2014
Major CAMA Permit Application — Narrative Rev. January 23, 2015
Page 6 of 6
of construction for all proposed improvements is expected to take 6 months. Work may be done
in phases depending on availability of funding.
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
The Regulatory Reform Act of 2011 (SB 781) was passed by the North Carolina Legislature in
July 2011. This bill eliminates the requirement for an environmental assessment (EA) for any
project requiring a Major CAMA permit. Therefore, the proposed project is not subject to N.C.
Environmental Policy Act Review.
ADJACENT RIPARIAN PROPERTY OWNERS (See Figure A)
Letters notifying adjacent property owners of Water's Edge Mobile Home Park CAMA Permit
Application have been sent to the following properties by certified mail. Copies of those letters
are attached.
Town of Emerald Isle
Mr. Frank Rush, Manager
7500 Emerald Drive
Emerald Isle, NC 27594
PDL Beach Properties, LLC
15 Rawls Road, Suite 100
Angier, NC 27501
RECEIVED
JAN 2 7 7015
DCM-MHO CITY

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BOGUE SOUND
PROJECT LOCATION
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Watersedge Holdings, LLC
2. LOCATION OF PROJECT SITE: Watersedge Mobile Home Park
Photo Index - 2006: 38-8072 grids (G14-15)(H14-15)(I14-15)
State Plane Coordinates - X: 265414.69 Y: 34926.77
Longitude: 76' 57'47.22" Latitude: 34' 40'38.24"
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE:
PROCESSING PROCEDURE:
rvl�lj IIa1]Bf-fy.71yIto)a
Dates of Site Visit-5/12/14
Was Applicant Present — Yes
Application Received—10/06/2014
Application Complete- 12/18/2014
Office — Morehead City
(A) Local Land Use Plan — Emerald Isle dated 2/12/09
Land Classification from LUP — Mixed Residential
(B) AEC(s) Involved: EW, PTA, CS
(C) Water Dependent: Yes — Boat Ramp, High Ground - No
(D) Intended Use: Private Community
(E) Wastewater Treatment: Existing — On site septic
Planned - None
(F) Type of Structures: Existing —18 docks, 1 boat ramp, 119 mobile homes'
Planned — Street rehabilitation, drainage improvements,
replace existing mobile home units, replace existing boat
ramp
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water (boat ramp)
60ft2
96 ft2
N/A
(B) High Ground
N/A
N/A
82,000 ft2
(B) Total Area Disturbed: 82,000ft2 (1.88 acres)
(C) Primary Nursery Area: No
(D) Water Classification: SA - ORW Open: Yes
8. PROJECT SUMMARY: The project proposal consists of road paving, resurfacing and
drainage improvements to the existing roads; replacement of 24 existing mobile homes;
the construction of vegetated stormwater swales; and rehabilitation of the existing boat
ramp.

Watersedge Holdings, LLC.
Page 02
9. Narrative Description
Watersedge Mobile Home Park community is located in the Town of Emerald Isle,
Carteret County. The property address is 3200 Emerald Drive, located on the north side of
Hwy 58 near the 15.2 mile marker. This parcel is bordered on the west by single-family
residential properties, to the east by vacant residential lots, an existing commercial parcel
(NE quadrant of the area), and another mobile home community further to the east. The
property is bordered on the north by Bogue Sound and to the south,by Hwy 58, Emerald
Drive.
Watersedge Mobile Home Park was historically developed in the 1980's as a residential
development with manufactured homes, paved roads, driveways and parking areas, and
accessory structures. All of these historically developed areas can be credited as previously
existing impervious surfaces at 29.80% (163,31381) of the total tract. Watersedge MHP is
a 12.58 acre tract, has a shoreline length of 1,430 linear feet and is an average of 8' above
NHW. Presently there are 18 existing docks extending off this parcel. There is an existing
riprap sill located waterward at the toe of the coastal wetlands and an existing timber and
vinyl bulkhead located landward of the coastal wetlands. There is an existing community
concrete boat ramp, 575ftz above the normal high water level and an existing covered, but
unenclosed, concrete pad/pavilion. There are 119 mobile homes existing on high ground,
many with enclosed additions, enclosed and unenclosed decks, and detached accessory
structures. There is 2,654 linear feet of paved road infrastructure that is approximately
18'wide. The high ground is typical barrier island characteristics with a maritime
geomorphic setting of the lower Atlantic coastal plains. The natural soils range from thick
(>6-7ft), fine to medium sand soil textures, with loose structure, and minor surface
disturbances, or fill from historic development. Natural vegetation consists of various
grasses and woody vegetation. A fringe of Coastal Wetlands adjacent to Bogue Sound
runs parallel for the length of the shoreline and consists of Smooth Cordgrass (Spartina
alterni ora), Black Needle Rush (Juncus roemarianus), Sea Lavender Limonium) and
Glasswort Salicorina). There is also the presence of common reed grass (Phra mil
which is not a designated coastal wetland species. There were no areas of SAV observed in
the near shore area.
The Emerald Isle Land Use Plan classifies this property as Mixed Residential, with all
AEC's classified Conservation. This section of the Bogue Sound is not designated as
Primary Nursery Area, is open to the taking of shellfish and carries a water classification
of SA/ORW. The substrate in this area is mostly sand and silt. Water depths along the
shoreline are shallow (<-1') but increase to approximately -2' NLW at the end of the
existing docks. There is a channel approximately —60 yards north of the existing docks.
The width of Bogue Sound in this area is approximately 1.73 miles across to the spoil
islands south of the AIW W.

Watersedge Holdings, LLC.
Page 03
10. Proiect Description:
Watersedge Holdings, LLC is proposing to repair deteriorated existing paved roads and to
pave existing compacted gravel roadways; rehabilitate the existing concrete boat ramp;
and through use of stormwater best management practices, Watersedge is proposing to
alleviate ponding on roadways and flood prone low lying areas of the site and increase
impervious area on the site to allow the replacement of twenty-four (24) existing
manufactured home units with proposed units. Watersedge proposes to complete the
project with no net increase in impervious surfaces.
Pavement Rehabilitation
There are 2,654 linear feet of paved roads on the project site that are approximately 18' in
width. The road resurfacing would involve modifying the grades to provide positive
drainage in a flow from the north to the south. Existing, asphalt pavement would be
removed, the grade modified with inverted crowns toward the road center, gravel base
repaired or replaced, and a new asphalt surface applied. The pavement grades would be
altered to divert drainage on site to two (2) areas of pervious pavement (8,896 ftz x 75%
pervious surface credit). One area of pervious pavement would be 302' long by 18' wide
(5,436ft'), located near the northeast area of Watersedge Drive. The other pervious
pavement would be located at the southwest corner of Courtney Court and Watersedge
Drive and approximately 140' long x 18' wide (2,520112) on Courtney Court by 55' long
by 18' wide (990ft2) on Watersedge Drive. There would be approximately 40ft2 of
pervious pavement in the turnouts on Courtney Court. The drainage would be directed to
three (3) grass -lined swales and terminate through level spreaders located at the landward
extent of the 30' CAMA buffer. Grass swale #1 would be located between sites #314 and
#316, northeast of Watersedge Drive. Grass swale #2 would be located on the north side of
Watersedge Drive between sites #326 and #328. Grass swale #3 would be located at the
western extent of Watersedge Drive between sites #352 and #354.
The disturbed areas will be limited to the roadway surfaces and the vegetated swales. The
road shoulders would be approximately 5 feet beyond the edge of the pavement and the
vegetated swales would be stabilized with jute mesh and sod. The total disturbed land area
would be approximately 82,000 square feet, or 1.88 acres. An erosion and sedimentation
control plan would be submitted to the NCDEMLR, Land Quality Section in the.
Wilmington Regional Office for review and approval.
Stormwater Management
The objective of the resurfacing and grading of the existing asphalt roads would be to
provide positive drainage and reduce or eliminate ponding at various locations on the
property. The proposed roads would be constructed to slope from south to the north,
diverting the stormwater to outfall into sloped grassed swales and pass through a level
spreader then over the vegetated grass area and then over the existing bulkhead.
Construction of the swales and spreaders would be landward of the 30' CAMA buffer.

Watersedge Holdings, LLC.
Page 04
The applicants propose to use the pervious area credit to be able to replace existing
manufactured homes with larger units with a maximum roof area of 750 square feet for
each unit. A total of 24 units would be replaced: 9 units on Lu Lane; 2 on Watersedge
Drive; 5 on Jamie Circle, 3 on Courtney Court, 4 on Hunter Lane and one (1) at the vacant
site at #305 on the east end of the project site. According to the development plans, the use
of 8,896 square feet of permeable pavers with a 75% impervious surface credit would
allow the larger manufactured homes to replace the existing smaller homes. This would
allow the cumulative impervious footprint to be 6,739 square feet larger with no net
increase in the existing total impervious area (163,313sfz).
Boat Ramp Improvement
The existing 575 square feet concrete boat ramp would be demolished and removed. A
new 12' wide ramp with 6 inch curbs on both sides would be placed in the footprint of the
existing ramp. The toe of the ramp would extend to the normal low water level elevation
and a riprap apron placed at the toe of the ramp to prevent erosion and undermining of the
ramp. The portion of the ramp to be placed below NHW (10' x 12') would be form -cast on
upland area. Once cured, the slab would be pushed into place. An excavated area of 5'
long by 12' wide by -1.3' deep (2.89 cy) would be required below the NHW to install the
riprap toe. There are no SAV beds in the area of the boat ramp.
11. Anticipated Impacts:
The proposed boat ramp would fill 96ft2 of open waters. The setting of the toe of the boat
ramp would cause temporary turbidity. There would be no new impacts from the structure
that previously existed in this location. There would be 82,000 square feet of high ground
disturbance which could result in temporary sediment runoff during the construction phase.
The proposed project would be completed with no net gain in impervious area and upon
completion would reduce the cumulative impervious area by .78%. No impacts are
anticipated to the coastal wetlands and shellfish resources.
Name: Roy Brownlow Date: O1/12/2015 Morehead City

PIMA
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue Dee Freeman
Governor Secretary
MEMORANDUM
TO: JOINT SELECT REGULATORY REFORM COMMITTEE
The Honorable David Rouzer, Chair
The Honorable Marilyn Avila, Co -Chair
The Honorable Pat McElraft, Co -Chair
The Honorable Harry Brown, Co -Chair
FROM: Kari Barsness'
Director of Legislative and Intergovernmental Affairs
SUBJECT: Report on Tiered Enforcement Policy Development
DATE: October 1, 2011
Pursuant to Section 61 of S.L. 2011-398, the Secretary is required to report on the development of a
tiered enforcement policy in the department. The report shall be submitted to the Joint Select
Regulatory Reform Committee by October 1, 2011. Please see the attached report to satisfy this
reporting requirement.
If you have any questions or need additional information, please contact me by phone at (919)
715-4189 or via e-mail at Kari.Barsnessna,ncdenr.uov.
cc: Robin Smith, Assistant Secretary for Environment
Sheila Holman, Division of Air Quality
Ted Tyndall, Division of Coastal Management
Jim Simons, Division of Land Resources
Dexter Matthews, Division of Waste Management
Tom Reeder, Division of Water Resources
Coleen Sullins, Division of Water Quality
Kristin Walker, Fiscal Research Division
Lanier MCRee, Fiscal Research Division
Claire Hester, Fiscal Research Division
Mariah Matheson, Research Division
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] FAX: [phone] Internet: www.enr.state.nc.us
An Equal Opportunity Mf irmative Action Employer— 50%Recycled 110% Post Consumer Paper
No thCarolina
lXtlfYli�`l, f

September 29, 2011
Report to the Environmental Review Commission and the Joint Select
Regulatory Reform Committee
Uniform Violation Notification Policy for the Department of Environment and
Natural Resources
Introduction
The Regulatory Reform Act of 2011 (referred to herein as the Act) that became law on July 25,
2011, directs the "Secretary of Environment and Natural Resources to develop a uniform policy
for notification of deficiencies and violations for all of the regulatory programs within the
Department of Environment and Natural Resources (DENR)." The Act further specifies that the
different types of notification be based on the potential or actual level of harm to public health,
the environment, and the natural resources of the state. The report on the development of the
notification policy is to be submitted to the Environmental Review Commission and the Joint
Select Regulatory Reform Committee no later than October 1, 2011, and the policy is to be
implemented no later than February 1, 2012.
The purpose of this document is to report on development of the uniform notification policy for
DENR. The notification policy has been based on a tiered enforcement structure so that the
enforcement response is commensurate with the environmental violation or deficiency. In
developing the notification policy, DENR reviewed the policies. of the United States
Environmental Protection Agency (US EPA) and the environmental regulatory programs of other
States as required by the Act.
DENR regulatory programs have always used a tiered enforcement approach in dealing with
environmental deficiencies and violations. DENR's Principles of Enforcement (March 31,
2000)1 emphasize that enforcement decisions should be proportional to the degree of potential
harm and that enforcement actions should increase in severity for regulated entities with poor
compliance histories.
Under the framework provided by DENR's Principles of Enforcement, each regulatory program
has maintained a certain level of autonomy in dealing with environmental enforcement. Some
autonomy is necessary because individual programs operate under different statutes and rules.
Any DENR notification policy or tiered enforcement structure must balance consistency across
programs with enough flexibility to allow each program to act in accordance with its statutes and
rules.
' DENR's Principles ofEnforcenient is available at http://Portal.nedenr.org/web/enest/enforcement-principles.
Page 1

September 29, 2011
Implementation
DENR will implement a three -tiered approach to enforcement, with the severity of enforcement
response increasing for each tier. The new policy is consistent with the way many divisions are
already implementing compliance and enforcement programs. The policy recognizes that
violations of rules typically fit into three categories —1. recordkeeping and paperwork that result
in little or no harm to the environment or public health; 2. more serious infractions that could
result in harm to the environment or public health; and 3. violations that have clearly impacted
the environment or public health. The policy will formally recognize the tiered approach, so that
a "Tier 1" violation will be met with a less severe response than a "Tier 3" violation. A general
description of the three enforcement tiers is provided below, and examples of violations within a
tier are found in Appendix 1 for each regulatory division in DENR.
The tiers described below are intended to allow flexibility in responding to regulatory violations
or deficiencies. With the tiered structure, a regulatory program can tailor its enforcement
response as necessary to address the specific circumstance of a given violation.
Tier 1 Violations
Tier 1 violations represent minor violations resulting in little or no harm to the
environment or public health. Tier I violations are of minor duration and gravity. The
violations are not committed willfully or intentionally. Tier 1 violations often represent
the first offense committed by the violator.
A Notice of Deficiency is normally issued for Tier 1 violations.
Tier 2 Violations
Tier 2 violations represent more serious violations where there is documented or
moderate to severe potential for harm to the environment or public health. Tier 2
violations can be of moderate duration and gravity. Tier 2 violation notifications would
typically be issued to violators with a prior history of noncompliance with regulations.
Tier 2 violations can also include continued noncompliance with Tier 1 violations.
A Notice of Violation (NOV) is normally issued for Tier 2 violations. A consent order or
other form of compliance schedule may be warranted for Tier 2 violations, depending on
the circumstances.
Tier 3 Violations
Tier 3 violations represent the most serious violations ,where there is documented
significant or high potential for environmental or public health harm. Tier 3 violations
can be of significant duration and gravity. Also, violations that are committed willfully
and intentionally are categorized as Tier 3 violations. Tier 3 violation notifications would
typically be issued to violators with a significant prior history of noncompliance with
regulations. Tier 3 violations can also include continued noncompliance with Tier 2
Page 2

September 29, 2011
violations. Civil penalties, consent orders, injunctions, and other enforcement tools are
expected with Tier 3 violations.
A Notice of Recommendation for Enforcement and subsequent civil penalty or other
enforcement action described above are normally issued for Tier 3 violations.
Enforcement Actions that Fall Outside the Tier Structure
The tiered.enforcement policy does not cover special enforcement actions such as administrative
orders for compliance; special orders by consent; or judicial actions for injunctive relief intended
to address imminent threats to public health, safety or the environment or to address a continuing
violation. Use of those enforcement actions are governed by specific statutory criteria.
A number of DENR programs have specific authority to use administrative orders for
compliance. Under Article 9 of Chapter 130A (which includes statutes related to solid waste and
hazardous waste), several sections provide specific authority for compliance orders as well as
broad authority to issue orders to abate public health nuisances (G.S. 130A-19) and orders to
abate an imminent hazard (G.S. 130A-20) in Article 1. Compliance Orders tinder Ch. 130A are
normally issued with a penalty. Federal rules at 40 CFR 239.8 and 256.21 require that a state
have authority to issue compliance orders as a condition for approval of state solid waste
programs. Federal rules at 40 CFR 271.16 have a similar requirement for state agencies
administering hazardous waste programs under delegation from EPA.
Under the state Dam Safety Act, G.S. 143-215(b) authorizes DENR to issue a Dam Safety Order
if it finds any dam is not maintained in good repair; is dangerous to life and property; or does not
satisfy minimum streamflow release requirements. The order directs the owner of the dam to
perform the necessary maintenance or repair or to remove the dam, at the owner's expense,
within a specified time. G.S. 143-215(c) authorizes the Department to immediately seek
injunctive relief or take measures necessary to provide emergency protection of life and property
without issuing an order,
The Division of Water Quality issues Special Orders by Consent wider the authority of NCGS
143-215.2. (By rule, the Environmental Management Commission has delegated the authority
to issue these orders to the director of the Division of Water Quality.) Special orders by consent
are typically used in situations where a wastewater treatment system cannot comply with its
permit and infrastructure improvements will be needed to bring the system into compliance.
The orders allow the system time to make the needed improvements (avoiding additional
penalties for continuing violation in the meantime). It also provides for stipulated penalties if the
system fails to make the improvements on the schedule agreed to in the consent order. These
orders have a direct analog to those issued by the EPA under the Clean Water Act for these
violations and often allow the wastewater system to avoid federal enforcement action.
Special Orders can also be issued without the consent of the permitted facility. This option has
very rarely been used and the authority to issue orders without consent lies only with the
Environmental Management Commission.
Page 3

September 29, 2011
All DENR environmental regulatory programs have authority to seek an injunction in
appropriate circumstances. Generally, a request for injunctive relief is only appropriate where
there is a threat to public health, safety or the environment and the program and/or the violator
has failed to respond to notice of violation and civil penalties.
Enforcement Policies of Other States
As required by the act, DENR reviewed the notification policies of states within the US EPA
Region 42 and the local agencies within North Carolina to gain an understanding of other
approaches to enforcement. The policies of Virginia, which is not a US EPA Region 4 state,
were also reviewed for this report. Uniformity across agencies does not exist because each
agency has its own approach to enforcing environmental regulations. However, agencies
typically follow a structure of tiered enforcement. A summary of the notification policies and
enforcement structure of the states and local agencies reviewed for this report is presented below
and is broken out by environmental media.
Air Quality
The Division of Air Quality (DAQ) staff canvassed states and local agencies via phone
and reviewed enforcement information on websites to obtain an overview of their
enforcement policies and procedures. All state and local agencies use a tiered
enforcement strategy with minor violations being met with warning letters or NOVs
without penalty, and more serious violations being subject to NOVs, civil penalties,
and/or orders. Seven of the eight states surveyed issue warning letters or some similar
type of letter for minor violations. Tennessee is the only state that does not use warning
letters, while South Carolina indicated that they issue warning letters very rarely (-1 to 2
percent of the time). Local agencies in North Carolina issue only NOVs in most cases.
Only Western North Carolina Regional Air Quality Agency in Buncombe County issues
warning letters to minor facilities.
Water Quality
NC DWQ surveyed other state programs through an Association of Interstate Water
Pollution Control Administrators (ASIWPCA) email list. Staff members from nine state
water quality programs responded. Seven of nine respondents indicated the use of a
"tiered" enforcement response strategy, though all did not employ that specific term. Tier
1 responses were very similar across the states surveyed, with emphasis on violations that
had caused no environmental harm and "paperwork" violations.
'US EPA Region 4 states are Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina,
and Tennessee. Three local air quality programs operate in North Carolina - Forsyth County, Mecklenburg County,
and Western North Carolina Regional Air Quality Agency (Buncombe County).
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September 29, 2011
Water Resources
States in Region 4 were surveyed as to their enforcement approach. States indicated that
while terminology used may, be different, the approach to enforcement directly paralleled
the approach taken in North Carolina, whereby the severity of the violation led to
increased levels of enforcement. All states including North Carolina have primary
enforcement authority for Safe Drinking Water Act implementation and therefore for
federal violations must follow USEPA enforcement directives.
Land Resources
Surrounding states were contacted by the Division of Land Resources to investigate their
approach to enforcement the following is a summary of the results of that investigation
for each of the regulatory programs within the division:
Dam Safety Program:
The enforcement approaches used by the states contacted varies. Virginia issues a
"certificate to operate" for a dam. If the dam is not in compliance with state law a
conditional certificate with requirements is issued. If that is not complied with then a
"Special Order" is issued by the secretary of the Department of Conservation and
Recreation. Tennessee and South Carolina Issue NOV's if the NOV's don't bring
compliance then these states have several levels of orders such as Director's Orders,
Inspection and Repair Orders and Maintenance Orders. If these Orders don't bring
compliance then the cases are referred to the department's general counsel and to court.
Mining Program:
Enforcement approaches are generally similar in each of the surrounding states. If an
inspection finds non-compliance a Notice of Deficiency or Non -Compliance is issued. In
Georgia, an NOV is then issued. If these are not complied with then bond forfeiture and
civil penalties are pursued.
Erosion and Sedimentation Control Program:
All of the states contacted issue a warning letter of some type with a deadline. If the
letter is not complied with then a civil penalty, stop work order or restoration order may
be issued.
Waste Management
States in US EPA Region 4 were canvassed via phone and/or information gained via state
internet websites. All states had enforcement approaches in a manner consistent with a
tiered approach depending on the severity of the violation. For authorized federal grant
programs, states must follow US EPA enforcement guidelines just as North Carolina
does. '
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September 29, 2011
Coastal Management
The Division of Coastal Management (DCM) staff requested information through the
Coastal States Organization Information Request network and researched other states
Coastal Management Enforcement policies on the internet. Those that provided
information indicates a consistent enforcement response to match the degree to which a
violation causes or could cause harm and are categorized as such (i.e., minor, moderate,
and major). All the responses, however, had varying options for enforcement and most
have non -hierarchy tiered enforcement.
US EPA's Enforcement Policy
As required by the Act, DENR reviewed the notification policy of the US EPA. The results of
this review are presented below and are broken out by environmental media.
Air Quality
The US EPA's policy for enforcement of air quality violations is provided in its Timely
and Appropriate Enforcement Response to High Priority Violations (HPVs) policy of
December 19%3, which provides a method of prioritizing air quality violations for
enforcement purposes. The HPV policy applies to any "major"4 stationary source of air
pollution that is in violation of a federally -enforceable regulation. The policy also applies
to "synthetic minori5 facilities meeting specific criteria. Additional violations, whether at
major or minor sources, may rise to the level of a high priority violation on a case -by -
case basis.
As stated in the HPV policy, the "[US] EPA expects that all violations of air pollution
regulations, whether meeting the HPV criteria or not, will be addressed by states, local
agencies, or US EPA." That being said, an air quality violation can be labeled as an HPV
in one of three ways. The violation may fall under the General HPV Criteria. It also may
fit the HPV Matrix Criteria based on magnitude or duration. Finally, the violation may
be categorized as an HPV at the discretion of the state or local agency and US EPA.
The US EPA expects states and local agencies to address HPV cases in accordance with
guidance laid out in its Timely and Appropriate Enforcement Response to HPVs. The
HPV guidance establishes milestones dates triggered from the date of violation discovery.
States and local agencies must meet the milestones for issuing NOVs or similar type
letters and addressing violations. Under the HPV guidance, a violation is addressed with
"a legally -enforceable and expeditious administrative or judicial order... [or]... referral to
' The Timely and Appropriate Enforcement Response to High Priority Violations policy is available at
http://www.epa.gov/compliance/resources/policies/civi I/caa/stationary/issue-ta-rpt.pdf.
4 A major source is defined under 40 CFR 70.2.
s A synthetic minor facility is a facility that accepts federally -enforceable permit limitations to avoid being a
classified as a major facility.
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September 29, 2011
the state Attorney General or federal Department of Justice for an adjudicatory
enforcement hearing or judicial action." In practical terms, a violation is addressed when
a civil penalty is assessed or a consent order is signed. The US EPA has federal oversight
to ensure that the state and local agencies are handling HPVs appropriately. If the US
EPA determines that agencies are not making appropriate progress towards addressing a
violation or that the penalty is not sufficient, the US EPA can overfile for a given case.
The US EPA will continue tracking the HPV until it is resolved. Complete resolution of
the case occurs when the violator has returned to compliance and all penalties assessed
against the violation have been paid. The US EPA and states or local agencies meet
monthly to discuss the HPV until the case has been fully resolved.
Milestones associated with an HPV are also tracked in the US EPA's compliance and
enforcement data system known as AFS. The DAQ recognizes that the HPVs are an US
EPA construct and under the Memorandum of Understanding with the US EPA, the DAQ
has not agreed to take on the burden of identifying and tracking HPVs. Instead, the DAQ
meets monthly with the US EPA Region 4 to discuss HPV cases. The US EPA Region 4
determines which cases meet the HPV criteria and assumes all responsibility for entering
and tracking HPVs in AFS.
Water Quality
General information about EPA's enforcement information is located online at
http://www.eoa.govYoecaerth/basics/enforcement.htnil. From that website: "If violations
of the environmental statutes and regulations are found, generally a NOV is issued to the
violator. In some instances, a warning letter may instead be issued for first-time
violations that are neither highly significant in nature, nor present an imminent hazard or
endangerment." Activities beyond these initial actions include information audits, "show
cause" meetings, civil penalty assessments and injunctive relief.
Water Resources
The US EPA's policy for enforcement of violations under the Safe Drinking Water Act is
provided in its Drinking Water Enforcement Response Policy of December 2009. The
policy uses and Enforcement Targeting Tool (ETT) to prioritize regulated public water
systems for enforcement. According to the policy, the goals are to 1) align public water
system violations of the Safe Drinking Water Act within a prioritization that is more
protective of public health, 2) view public water system compliance status
comprehensively, 3) ensure that both EPA and the states act on and resolve drinking
water violations, 4) recognize the validity of informal enforcement response efforts while
ensuring that, if these efforts have proven ineffective, enforceable and timely action is
taken, 5) ensure that EPA and the states escalate enforcement efforts based on the
prioritization approach, and 6) increase the effectiveness of state and federal enforcement
targeting efforts by providing a "tool" that calculates comprehensive noncompliance
status for all systems and identifies those systems not meeting national expectations as set
by EPA. It also provides an additional resource for identifying systems possibly in need
of other State/EPA assistance in the areas of Capacity Development and Sustainability.
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September 29, 2011
The policy can be found at
littp://cfpub.epa. lov/compliance/resources/policies/eiviUsdwa/. Each quarter, EPA
provides the ETT list to states and requires states take action to address public water
systems with an ETT score of 11 or greater.
Land Resources
Dam Safety Program;
EPA does not have a comparable program.
Mining Program;
EPA does not have a comparable program.
Erosion and Sedimentation Control Program;
The US EPA's policy for enforcement of erosion and Sedimentation Control is under
Section 309 of the Clean Water Act.
Waste Management
The US EPA's policy for enforcement of hazardous waste and underground storage tank
violations under the Resource Conservation and Recovery Act (RCRA) are provided in
its UST/LUST Enforcement Procedures Guidance Manual OSWER Directive 9610.11 of
May 1990, and the Hazardous Waste Civil Enforcement Response Policy (ERP) of
December 2003. These provide a method of prioritizing violations for enforcement
purposes. Significant Non -Compliers (SNCs) are violators that have caused actual
exposure or a substantial likelihood of exposure to hazardous waste or its constituents;
are chronic or recalcitrant violators; or deviate substantially from the terms of a permit,
order, agreement or from RCRA statutory or regulatory requirements.
Coastal Management
None provided specifically for coastal management.
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September 29, 2011
Appendix 1
Examples of Tiered Enforcement for DENR's Divisions
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September 29, 2011
Appendix IA — Division of Air Quality
Definitions of Enforcement Tiers for the Division of Air Quality
Tier 1 Violation (Written Notice of Deficiency)
Minor violations of permit conditions or regulations resulting in no excess or unpermitted
air emissions to the environment
Tier 2 Violation (Written Notice of Violation)
• Second violation of a Tier 1 violation
• First time violation of several Tier 1 violations (e.g., first time record keeping where
several months of daily records are missed, etc.)
• A small amount of unpermitted equipment at a permitted facility
• Violation where there is a potential for excess air emissions to the environment (e.g.,
improper operation and maintenance, parametric monitoring violation, certain air toxics
violations, 112(r) violation, etc.)
Tier 3 Violation (Written Civil Penalty Assessment/Notice of Recommendation for Enforcement
Action
• Third violation of a Tier 1 violation
• Second violation of a Tier 2 violation
• First time violation of several Tier 2 violations (e.g., a first time occurrence of not
properly operating and maintaining several control devices, etc.)
• A significant amount of unpermitted equipment at a permitted facility OR an unpermitted
facility
• Violation where there is a documented excess of air emission to the environment (e.g.,
failed source test, exceeding a permitted limit, opacity violation, etc.)
• Any violation shown to be committed willfully and/or knowingly
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September 29, 2011
Appendix 1B — Division of Water Quality
Definitions of Enforcement Tiers
The purpose of the following guidance is to provide a framework for tiered enforcement within
the Division of Water Quality (DWQ). A three tiered approach of increasing severity is provided
to allow DWQ to more effectively match enforcement action with the various possible scenarios
requiring a division response. Each Tier includes the general conditions that include factors and
considerations for establishing that a scenario falls within that Tier level. Additionally, examples
for each Tier have been provided to help determine an appropriate enforcement action for
different scenarios. However, for any included example it is possible that the conditions under
which that example occurred could warrant a more or less severe enforcement action.
Tier 1 (Written Notice of Deficiency)
General Conditions: minor violations; no environmental harm; not willful or intentional; minor
duration and gravity
Examples:
1. Late reporting (e.g., standard monitoring report forms)
2. Failure to meet permit schedules
3. Minor operational deficiencies (e.g., inadequate chlorination)
4. Minor design deviation (e.g., 100 vs. 150 gal. tanks)
5. Minor record keeping (e.g., missing data point[s])
6. Failure to apply for renewal of permit
7. Failure to pay fees within specified timeframe
S. Inadequate maintenance
9. Non -repeat limit exceedance
10. Well construction violations (e.g., non -threat to health such as no well tag)
11. Failure to provide notice (e.g., designer's certification, certificate of completion, deed
notification)
12. Partial implementation of permit conditions (e.g., sending out education materials lx/year
versus required 2x/year)
13. Minor (0-10%) exceedance of NPDES wastewater permit limit.
Tier 2 (Written Notice of Violation)
General Conditions: more serious violations; potential for environmental harm; potentially
willful or intentional violations; potential for impact human health; prior record of non-
compliance or violations; moderate duration and gravity
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September 29, 2011
Examples:
1. Repeat of Tier 1 issue (e.g., chronic late reporting)
2. Multiple Tier 1 issues
3. Failure to respond/correct Tier 1 issues within specified timeframe
4. Failure to notify (of repeat minor or any major operational deficiencies)
5. Major operational deficiencies (e.g., no chlorination)
6. Major design deviation
7. Operating without permit (e.g., minimal environmental risks)
8. Missing reports (standard monitoring report forms)
9. Inadequate maintenance (may affect effluent limit)
10. Multiple limit exceedances
11. Over-application/ponding without discharge
12. Well construction violations (e.g., may affect health or the resource)
13. Failure to implement program elements or permit conditions (e.g., failure to issue
pretreatment permits, no Stormwater Pollution Prevention Plan)
14. Significant (11-20%) exceedance of NPDES wastewater permit limit.
Note: Notice of Deficiency may not be required prior to issuing Notice of Violation
Tier 3 (Written Civil Penalty Assessment / Notice of Intent / Notice of Recommendation for
Enforcement Action)
General Conditions: major violations; environmental harm done or high potential for
environmental harm; willful and/or Intentional violations; impact to human health or high
potential for impact to human health; non-compliance that results in significant cost savings;
Prior record of non-compliance or violations; major duration and gravity
Examples:
1. Repeat of Tier 2 issue
2. Multiple Tier 2 issues
3. Failure to respond/correct Tier 2 issues within specified timeframe
4. Failure to notify (e.g., major operational deficiencies)
5. Operating without permit (e.g., major operation, 401 certification)
6. Illegal discharge (e.g., any volume if surface water standards are violated, fish kill,
etc.)
7. Greater than 20% exceedance of NPDES wastewater permit limit
Note: Per Session Law 2011-145 (1-113-200), an NOV must be received by a violator at least ten
days prior to the issuance of any Civil Penalty Assessment (CPA).
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September 29, 2011
Appendix 1C — Division of Water Resources
Definitions of Enforcement Tiers for the Division of Water Resources
Ground Water Management Branch - Capacity Use Area
Tier 1 Violation (Written Notice of Deficiency)
Minor violations of permit conditions or regulations that may result in excessive or
unpermitted ground water withdrawals. There was no environmental harm caused and it
was not willful or intentional. It occurred over a minor duration of time. (Examples: Late
reporting of compliance forms, operating with an expired permit, non -repeat limit
exceedance)
Tier 2 Violation (Written Notice of Violation)
• Second violation of a Tier 1 violation
• First time violation of a significant number of Tier 1 violations
• Violation where there is a potential for adverse impacts to the natural resource through
unsustainable ground water withdrawals (Examples: operating without a permit where
minimal environmental risks exist, multiple limit exceedance, declining water levels or
salt water intrusion, etc.)
Note: Notice of Deficiency may not be required prior to issuing Notice of Violation
Tier 3 Violation (Written Civil Penalty Assessment/Notice of Recommendation for Enforcement
Action
• Third violation of a Tier 1 violation
• Second violation of a Tier 2 violation
• First time violation of a significant number of Tier 2 violations
• Any violation shown to be committed willfully and/or knowingly
• Operating without a permit (ex. major operation over 1 million gallons per day)
• Violation where there are adverse impacts to the natural resource through unsustainable
ground water withdrawals (Examples: declining water levels, salt water intrusion, etc.)
Note: Notice of Violation may not be required prior to issuing Civil Penalty Assessment. A
Notice of Recommendation for Enforcement Action may be submitted prior to assessment of any
penalty.
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September 29, 2011
Appendix IC — Division of Water,Resources
Definitions of Enforcement Tiers for the Public Water Supply Section
The following describes the framework for tiered enforcement implemented by the DWR, Public
Water Supply (PWS) Section in accordance with the uniform policy for notification of
deficiencies and violations for regulatory programs within the Department of Envirorunent and
Natural Resources.
Deficiencies and Violations Determined by Protection and Enforcement Branch (Regional
Office
In accordance with federal rules adopted by reference and conditions specified in primacy
documentation for the Drinking Water Program, the PWS Section has defined "Deficiencies"
that most be entered into the Safe Drinking Water Information System (SDWIS) database
maintained by EPA. Each of the specified "Deficiencies" has a default severity of "Minor" or
"Significant," although each "Deficiency" constitutes a violation of the Rules Governing Public
Water Systems."
Based on the eight (8) EPA specified categories of a sanitary survey (i.e., inspection) for a public
water system and current rules we have 132 Deficiencies and 25 Significant Deficiencies.
Tier 1 Violations (Written Notice of Deficiency)
When regional office staff identify any of the 132 Deficiencies, they notify the owner of
the water system in writing by issuing a "Notice of Deficiency." This notice specifies
the rule that has-been violated and a deadline for resolving the deficiency.
Tier 2 Violations (Written Notice of Violation)
If a deficiency is not corrected by the deadline specified in a "Notice of Deficiency"
letter, the regional staff may issue a "Notice of Violation" specifying a revised deadline
and that failure to resolve the deficiency may result in the issuance of an Administrative
Penalty. Depending on violator's response and/or the potential or actual harm to public
health, the PWS Section may issue an Administrative Order or Administrative Penalty.
Tier 3 Violations (Notice of Violation and Administrative Order/Penalty)
When regional staff identify any of the 25 Significant Deficiencies, they issue a "Notice
of Violation" as required by EPA rules adopted by reference. An Administrative Order
or Administrative Penalty is expected to follow a Significant Deficiency Notice of
Violation.
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September 29, 2011
Violations Determined by the Compliance Services Branch
The Compliance Services Branch is responsible for enforcing state and federal drinking water
regulations relating to water quality, filtration and disinfection. The US EPA has granted North
Carolina primacy for the implementation and enforcement of the federal requirements and has
established violation and enforcement codes with reporting timelines as conditions of our
primacy agreements. Therefore, in accordance with the federal rules adopted by reference and
our primacy agreements, the Compliance Services Branch is obligated to cite violations and
follow-up with enforcement actions, as necessary, in response to numerous types of drinking
water violations including, but not limited to, monitoring and reporting violations, maximum
contaminant level violations, treatment technique violations, public notification violations and
various lead and copper rule related violations. The violations and enforcement actions issued by
the Compliance Services Branch as they relate to the uniform violation notification policy are
described below:
Tier I Violations (N/A)
This level (warning letter) is not applicable to the Branch's required enforcement actions.
Tier 2 Violations (Notice of Violation and Administrative Ordei)
Notices of Violation and Administrative Orders are initially issued for the various types
of drinking water violations listed above. Each violation is cited and the requirements
and deadline for returning to compliance are indicated in these letters.
Tier 3 Violations (Administrative Penalty)
Administrative penalties are follow-up enforcement actions that are issued to systems that
fail to resolve the previously cited violation by the required deadline.
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September 29, 2011
Appendix 1D — Division of Waste Management
Definitions of Enforcement Tiers for the Division of Waste Management
Tier 1 Violation (Written Notice of Deficiency)
Minor violations of permit conditions or regulations resulting in no excess or unpermitted
releases to the environment
• Not submitting permit information within timeframe
Tier 2 Violation (Written Notice of Violation)
• Second violation of a Tier 1 violation or failure to meet the compliance schedule for a
Tier I enforcement action
• First time violation of a significant number of Tier 1 violations
Violation where there is a potential for excess releases to the environment (e.g., improper
operation and maintenance, parametric monitoring violation, lack of or improper labeling
of waste containers, employee training not documented or performed within proper
timeframe, etc.)
Tier 3 Violation (Written Civil Penalty Assessment/Notice of Recommendation for Enforcement
Action
• Third violation of a Tier 1 violation
• Second violation of a Tier 2 violation or failure to meet the compliance schedule for at
Tier II enforcement action
• First time violation of a significant number of Tier 2 violations
• Violation where there is a documented release to the environment
• Any violation shown to be committed willfully and/or knowingly
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September 29, 2011
Appendix 1E — Division of Coastal Management
Definitions of Enforcement Tiers for the Division of Land Resources
The Division of Coastal Management (DCM) has the responsibility of making civil assessments
on behalf of the Coastal Resources Commission (CRC) pursuant to G.S. 113A-126(d) and
NCAC 7J.0409(f). Local governments with Implementation and Enforcement Grants with the
Department of Environment and Natural Resources (DENR) have the responsibility of enforcing
the Coastal Area Management Act (CAMA) pursuant to G.S. 113A-117, of restraining violators
pursuant to G.S. 113A-126(b) and of notifying violators that they are in violation of CAMA
pursuant to G.S. 113A-126(c).
In determining the amount of the assessment, the CRC shall consider the following factors:
a) The degree and extent of harm, including, but not limited to, harm to the natural
resources of the State, to the public health, or to private property resulting from the
violation;
b) The duration and gravity of the violation;
c) The effect on water quality, coastal resources, or public trust uses;
d) The cost of rectifying the damage;
e) The amount of money saved by noncompliance;
f) Whether the violation was committed willfully or intentionally;
g) The prior record of the violator in complying or failing to comply with programs over
which the Commission has regulatory authority; and
h) The cost to the State of the enforcement procedures.
The primary objective of DCM is resource recovery through restoration or mitigation of the
damaged environment. Meeting this objective restores the loss of public resources. A secondary
objective is the protection of adjoining riparian property owner rights, including rights of access.
The Department and State also incur certain expenses of investigating unauthorized development
and processing these violations through the required procedures.
The DCM staff has implemented an informal enforcement policy for minor development
violations that was approved by the CRC on 03/08/1985. This policy has certain criteria that will
allow a person, without previous violations, work still in progress, and work done (and proposed)
is consistent with current CRC rules, to stop work and apply for and obtain a CAMA Minor
Development Permit to resume work without issuance of a formal Notice of Violation, thus
avoiding a civil penalty. This policy currently remains in effect and is documented in the Local
Permit Officer training manual. This same policy would be implemented for major development
violations with the exception of significant dredge and fill violations such as unauthorized
excavation and/or filling in estuarine or public trust waters or coastal wetlands.
On 05/08/1989, the DCM director at the time, Mr. George Everett, issued authority to the
District Managers which allowed the division to issue a "proposed" civil penalty assessment to
violators. This procedure allowed the respondents to assume responsibility for the violation and
pay the proposed civil penalty through an informal assessment process rather than being formally
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September 29, 2011
assessed a civil penalty. If the respondent wishes to appeal the amount of the penalty or request a
settlement or remission, then a formal civil penalty is issued. This procedure is unique to DCM
and is currently in effect for DCM. Since 2003, there have only been six requests for settlement
or appeal. The CRC rules states the Director shall issue a notice of assessment when restoration
of adversely impacted resources is complete.
Since 2007, DCM has enhanced its compliance -monitoring program in which four new positions
(one in each district office) were created to specifically monitor CAMA permitted projects. The
main purpose of these positions is to monitor permitted CAMA projects to be proactive in the
prevention of violations. When monitoring a project, if staff finds a permittee in noncompliance
with the terms and conditions of the CAMA permit, staff advises the permittee of the
deficiencies with an opportunity to bring the project into compliance without formal enforcement
action. This depends, of course, on the compliance history of the violator and the factors found
NCGS 113A-126(d). Since the implementation of the compliance positions, the compliance rate
of permitted projects has not dropped below 96% compliance.
Definitions of Enforcement Tiers for the Division of Coastal Management
.
G�' M
Tier 1 ion (Letter of Concern or Warning Letter)
• "Minor development" violations of the Coastal Resources Commission's rules for
permittable offenses, work still in progress, and no previous CAMA violations.
• "Major development" violations of the Coastal Resources Commission's rules for
offenses that could have been permitted under a General Permit, work still in progress, no
previous CAMA violations, does not involve dredge and fill activity in estuarine or
public trust waters or coastal wetlands.
Tier 2 Vinllrfion (Notice of Nov Ion u ce)
• Second violation of a Tier 1 violation or failure to meet the compliance schedule for a
Tier 1 violation (i.e, stopping work and applying for a permit to continue work).
• "Minor development" violations of the Coastal Resources Commission's rules for
permittable offenses, work completed, and no previous CAMA violations.
• "Major development" violations of the Coastal Resources Commission's rules for
offenses that could have been permitted under a General Permit, work completed, no
previous CAMA violations, does not involve dredge and fill activity in estuarine or
public trust waters or coastal wetlands.
• Non-permittable Minor or Major development, however, resources are recoverable
through restoration of the impacted area to pre -development condition and brought into
compliance within the specified schedule, excluding dredge and fill activity associated
with unauthorized excavation and filling activities in estuarine and/or public trust waters.
• Third violation of a Tier 1 violation
VurkQ/ ct4(A)V"11/6t
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September 29, 2011
• Second violation of a Tier 2 violation
• Unauthorized dredge and fill activity within estuarine and/or public trust waters.
• Continuing minor or major development violation due to failure or refusal to restore or
bring project into compliance.
• Violation is of such a degree, gravity, or duration that significant environmental harm has
been documented (i.e., unrecoverable resources) or high potential for environmental harm
exists.
• Willful and intentional violations.
a , 00
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September 29, 2011
Appendix IF — Division of Land Resources
Definitions of Enforcement Tiers for the Division of Land Resources
The Division of Land Resources administers the three regulatory programs of mine reclamation,
erosion and sedimentation control and safety of dams. All three programs generally follow the
same three tier enforcement, which consists of a notice of deficiency for minor violations, a
notice of violation for repeat and significant violations and civil penalty or injunctive relief to
gain compliance.
Tier 1 (Written Notice of Deficiency)
General Conditions: minor violations or where no significant environmental harm or danger to
the public would be expected in the near term.
Examples:
1. Failure to obtain permit for minor modification of approved activity;
2. Erosion and sedimentation control measure installed, but not in accordance to approved
plan;
3. Control measures appear inadequate, but little or no offsite impact has occurred so far;
4. Impounding a lake before receiving final approval;
5. Failure to submit required reports;
6. First notice of the failure to reclaim a mine within two years of termination of mining.
Tier 2 (Written Notice of Violation)
General Conditions: more serious violations that either are repeat violation or are causing or
could cause significant environmental damage or a hazard to public safety or adjoining
properties;. Note that the notice of violation for the safety of dams program is called a "Dam
Safety Order."
Examples:
1. Mining company violation of the permit limitations for ground vibration, airblasts and
flyrock;
2. Significant offsite sedimentation;
3. Excavating too close to an adjoining property;
4. Failure to maintain the required minimum stream flow release,
5. Seepage of slope stability problems with a dam;
6. Starting the activity without first obtaining the required permit or plan approval.
Tier 3 (Civil Penalty, Injunctive Relief, Bond Forfeiture)
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er 29, 2011
General Conditions: repeated violations or major violations causing environmental harm or
threat to public or property;
Examples:
1. Serious problem with dam structure or spillway that poses immediate threat to dam;
2. Abandonment of site without correcting violations;
3. Failure to respond to Notice of Violation or other Tier 2 Violation within specified
schedule;
4. Violation of permit or plan approval conditions that is causing or could cause significant
environmental damage or hazard to adjoining persons or property.
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September 22, 2015
Mr. Roy Brownlow
N. C. Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
A ARENDELL
y L. E:;
uviexnxoxxexru
105 North 10t^ Street
Morehead City, North Carolina 28557
[phone]
Phone: [phone] Ext 217
Email: [e-mail]
Re: Water's Edge Mobile Home Park Improvements (14061)
Refinements to CAMA Major Permit # 39-15 Issued March 12, 2015
Emerald Isle, Carteret County, NC
Dear Roy:
This letter is to notify the Division of Coastal Management of refinements made to the referenced project.
As a result of changes requested by the owner and resulting from the Town of Emerald Isle stormwater
permitting process, a number of changes (refinements) have been made to the scope of the project. Some
of the refinements have implications for the CAMA permit and some do not. The following is a complete
list of the project refinements for your information:
1. Install three observation wells in the pervious pavement areas, one at the westem site and two
along the Water's Edge Drive section.
2 Install nine schedule 40 PVC pipe sleeves plugged at both ends beneath the new pavement for use
for future waterline improvements with witness markers on one end at locations shown on the
plans.
3. Deleted three swales along Water's Edge Drive that drained to the edge of the 30 foot CAMA
buffer at Bogue Sound. There are no additional discharges of stormwater remaining in the project.
4. Modified the concrete curb along north side of Water's Edge Drive to be installed level over most
of its length. Curb will now serve as a level spreader to distribute the flow that was previously
channeled to flumes at the edge of the pavement in two locations. As a clarification, the face of
curb elevation of the level section of curb will be +6.50 feet. The top of curb elevation will be
+6.67 feet. The overall length of curb will be from station 5+95.9 to 12+48. The flow spreader
section with a 2 inch lip will be from stations 6+84.42 to 10+39.92, a total of 355.50 linear feet.
5. Delete drainage pipe, riprap and swale at northwestern comer. Pervious pavement at southwest
comer of property will operate as a pure infiltration area with no overflow discharge from the
site.
6. Expand the area of pervious pavement along Water's Edge Drive for a total area of pervious
pavement in the project of 11,670 sq. ft. Area of pavement at each location is shown on the
plans.
RECEIVED
SEP 2 2 2015

Mr. Roy Brownlow September 22, 2015
Water's Edge Mobile Home Park Improvements (14061) Page 2 of 3
Refinements to CAMA Major Permit # 39-15 Issued March 12, 2015
Emerald Isle, Carteret County, NC
7. Revise spec on filter fabric to Mirafi 170 N, substitute permitted with 50 in/hr permeability and
0.200 +/- mm (No. 70 sieve) opening.
8. Revise 4 inch wide curb around the edges of the pervious pavement to 6 inches and the curb
across the three intersections to 12 inches wide. Total pavement width remains as 18 feet, same
as existing.
9. Infiltration test will be required of graded subgrade during construction to confirm soil
permeability. Larry Baldwin with LMG, soil scientist, will do that work for the contractor.
10. Extend pervious pavement across entrance of Lu Lane and Jamie Circle and extend curb across
intersection with a 12 inch wide curb section.
11. Reduced thickness of #4 stone layer from 8" to 6". Calculation were provided to the Town of
Emerald Isle showing that there is adequate storage for the 2 inch runoff from the area of the
pervious pavement. The calculation calls for 5 inches of #4 stone, 6 inches is provided to meet
structural requirements.
12. Drainage patterns remain as before construction with two very minor exceptions. The speed
bump that served to channel runoff from the road west of the boat ramp entrance will be removed
allowing the flow to the level spreader along Water's Edge Drive. Existing grades show Jamie
Circle draining to the north with the 9 ft. contour along the south edge of the top of the circle and
the 7 foot contour at the intersections with Water's Edge Drive. There is a small amount of flow
in Jamie Circle that drains to two low areas in the corners of the top of the circle. That flow is
very minor and is now directed to the north and eventually to the level spreader in Water's Edge
Drive. It is obvious to me that the Jamie Circle was originally designed to drain to the north.
Approximately half of Lu Lane currently drains towards Highway 58 with the other half draining
towards Water's Edge Drive. There is no change in that drainage pattern.
We anticipate that construction by Sunland Builders will begin on or about October 1, 2015. We do not
expect any earthwork to begin on that date but it will begin soon afterward. In order to maintain access
for emergency response crews, the work will be completed in phases.
If you have questions or need additional information regarding the refinements discussed, please give me
a call. I would be glad to meet with you to provide any additional explanation you require.
Thank -you for your help on this project.
RECEIVED
SEP 2 2 2015
cv:,"t�q,

Mr. Roy Brownlow September 22, 2015
Water's Edge Mobile Home Park Improvements (14061) Page 3 of 3
Refinements to CAMA Major Permit # 39-15 Issued March 12, 2015
Emerald Isle, Carteret County, NC
Sincerely,
ARENDELL ENGINEERS
James W. (Bill) Forman, Jr., 1'.1 .
President gATI- jr
Attachments
CC: by email
Bobby Whitt, Watersedge Holdings, LLC
Cathy Martin, Watersedge Holdings, LLC
Fred Adams, Watersedge Holdings, LLC
Watts Ward, Watersedge Holdings, LLC
Larry Wood, Watersedge Holdings, LLC
Josh Edmondson, Town Planner, Town of Emerald Isle
RECEIVED
SEP 2 2 2015
tt�e44

.u,
�y �tia
EMEKALD ISLE
NORTH CAROL(NA
Nice Matters!
Emerald Isle
Planning and Inspections
7500 Emerald Drive
Emerald Isle, NC 28594
252-354-8548 voice
252-354-5068 fax
www.emeraldisle-nc.ora
Town Planner
Josh Edmondson
[e-mail]
MARCH 22, 2017
CATHY MARTIN
324 WATERSEDGE DR
EMERALD ISLE NC 28594
Exemption Number —17-38
RE: EXEMPTED PROJECT (Statutory Exclusion) - MAINTENANCE AND REPAIR OF
EXISTING STRUCTURES - [G.S. 113-103(5)(B)(5) and [15A NCAC 7K.0103(a)]
PROJECT ADDRESS —324 WATERSEDGE DR
AREA OF ENVIRONMENTAL CONCERN — ORW
TO WHOM IT MAY CONCERN:
I have reviewed the information submitted to this office in your inquiry concerning the
necessary filing of an application for a minor development permit under the Coastal
Area Management Act. After making a site inspection on MARCH 16, 2017, 1 have
determined that the activity you propose is exempt from needing a minor development
permit as long as it remains consistent with your site drawing and materials list
submitted on MARCH 22 2017, and meets the conditions specified below. If your plans
should change and your project will no longer meet these conditions, please contact me
before proceeding.
MAINTENANCE AND REPAIR — [G.S. 113-303(5)(B)(5) and 15A NCAC 7K.0103(a)] -
Maintenance and repairs (excluding replacement) necessary to repair damage to
structures caused by the elements are specifically excluded from the definition of
development under the conditions and in the circumstances set out in G.S.
113A-103(5)(b)(5). Individuals required to take such measures within an AEC shall
contact the local CAMA representative for consultation and advice before beginning
work.
Structures may be repaired in a similar manner, size and location as the original
structure. No expansions or additions are permissible. The repairs are limited to 50% of
the market value of the existing structure and the following specific conditions.
1. The project consists of the repair of DECK/WALKWAY, as shown on the attached
drawing and materials list.
2. The proposed repairs shall be consistent with all other applicable local
ordinances and North Carolina Building Code standards.
This exemption to CAMA permit requirements does not alleviate the necessity of your
obtaining any other State, Federal or Local authorization and N.C. Building Permits. This
exemption expires 90 days from the date of the letter.
Sinfcerel ,
JOSH EDMONDSON, LPO
EMERALD ISLE
7500 EMERALD DR
EMERALD ISLE, NC 28594

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: Watersedge Holdings, LLC County: Carteret
LOCATION OF PROJECT: Watersedge MHP, In Emerald Isle.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 12/18/14
FIELD RECOMMENDATION: Attached: No
To Be Forwarded: Yes
CONSISTENCY DETERMINATION: Attached: No
To Be Forwarded: Yes
FIELD REPRESENTATIVE: Roy Brownlow
DISTRICT OFFICE: Morehead City
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT: 1/12/15
FEE REC'D: $400.00 (100%)
PUBLIC NOTICE REC'D: Yes
END OF NOTICE DATE: 2/3/15
ADJ. RIP. PROP NOTICES REC'D: Yes
DEED REC'D: Yes
APPLICATION ASSIGNED TO: Howell
ON: 1/14/15
_Jonathan
C) 75 DAY DEADLINE;
�I
150 - DAY DEADLINE:
MAIL OUT DATE: 1/12/15
STATE DUE DATE:
FEDERAL DUE DATE:
FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY
DRAFT ON
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management- Regional Representative
�. 11- 15,
Coastal Management- LUP Consistency Determination
q-// �S
V-/
Division of Community Assistance
Land Quality Section
Division of Water Quality
,3-1 is
✓
ooSrj
Strom Witter Manngement(DWQ)
Y/
State Property Office
A-3—) c
Division of Archives & History
_ Ti -11'
Division of Envimmnental Health
✓/s
Division of Highways
a-t-t_1�
✓✓✓✓V
Wildlife Resources Commission
15
Local Permit Once
Division of Marine Fisheries
V
Corps of Engineers
j+ I S
C(
—\
ewe 1-24-is-

Pat McCrory
Governor
January 12, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
IF�tDENR
North Carolina Department of Environment and Natural Resources
Donald R. van der Vaart
Secretary
pI�C�C�O�i
JAN 13
2015
D
Shellfish Sanitation E ?ec-=_a;lonal
Water Quality
Sac: o_
Patti Fowler
Shellfish Sanitation
Jonathan Howell
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Watersedge Holdings, LLC
Carteret County, at Watersedge MHP in Emerald Isle.
Proposed Project: Proposes road paving, resurfacing and drainage improvements to the existing
roads, replacement of 24 existing mobile homes, the construction of vegetated
stormwater swales, and the rehabilitation of the existing boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 1, 2015. If you have any questions regarding the proposed project, please contact Roy Brownlow,
Permit officer at [phone]. Ext. 217. When appropriate, in-depth comments with supporting data is
requested.
RECEIVED
REPLY: This agency has no objection to the project as proposed.
JAN 14 21115
`/ This agency has no comment on the proposed project. DCM-MHD CITY
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« I DA*JATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity / Affirmative Action Employer

I�CDF-NR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January 12, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Donald R. van der Vaart
Secretary
Dan Sams
Division of Energy, Mineral & Land Resources
Jonathan Howell
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Watersedge Holdings, LLC
Carteret County, at Watersedge MHP in Emerald Isle.
Proposed Project: Proposes road paving, resurfacing and drainage improvements to the existing
roads, replacement of 24 existing mobile homes, the construction of vegetated
stormwater swales, and the rehabilitation of the existing boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 1, 2015. If you have any questions regarding the proposed project, please contact Roy Brownlow,
Permit officer at [phone]. Ext. 217. When appropriate, in-depth comments with supporting data is
requested. RECEIVED
'AN 2 0 7015
REPLY: This agency has no objection to the project as proposed. H`W-woH *1+4
4 This agency has no comment on the pro osed project
AA) ev"ysiorL `tsecl;r,cc�z, l F74-rd 1 7,t&"
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 DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity / Affirmative Action Employer

R NR
North Carolina Department of Environment and Natural
Pat McCrory �Q�S
Governor, _ rJ
January 12, 2015
MEMORANDUM:
TO:
Joanne Steenhuis
Division of Water Resources
FROM: Jonathan Howell
Major Permits Processing Coordinator
d R. van der Vaart
Secretary
ECEIVE
JAN 14 2015
BY:
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Watersedge Holdings, LLC
Project Location: Carteret County, at Watersedge MHP in Emerald Isle.
Proposed Project: Proposes road paving, resurfacing and drainage improvements to the existing
roads, replacement of 24 existing mobile homes, the construction of vegetated
stormwater swales, and the rehabilitation of the existing boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 1, 2015. If you have any questions regarding the proposed project, please contact Roy Brownlow,
Permit officer at [phone]. Ext. 217. When appropriate, in-depth comments with supporting data is
requested. RECEiVEC,
JAN20V-
REPLY: This agency has no objection to the project as proposed. Pc,„ -„w 4v„
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes pure
incorporated. See attached. — n/gj(y rzo%✓elcme�f Q,IC/.
This agency objects to the project for reasons described in the attached comments.
SIGNED (tt' l AW O?�" DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.ncooastalmanagement.net
An Equal Opportunity / Affirmative Action Employer
A

*A
MENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
RECEIVED
ANN 1.4'W"
January 12, 201*5
pCM-Fienedea
WARD
MEMORANDUM:
TO:
Shane Staples
Division of Coastal Management
FROM: Jonathan Howell
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Watersedge Holdings, LLC
Project Location: Carteret County, at Watersedge MHP in Emerald Isle.
Donald R. van der Vaart
Secretary
Proposed Project: Proposes road paving, resurfacing and drainage improvements to the existing
roads, replacement of 24 existing mobile homes, the construction of vegetated
stormwater swales, and the rehabilitation of the existing boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 1, 2015. If you have any questions regarding the proposed project, please contact Roy Brownlow,
Permit officer at [phone]. Ext. 217. When appropriate; in-depth comments with supporting data is
requested.
REPLY: y This agency has no objection to the project as proposed,
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 DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Intemet: www.nccoastalmanagement.net
An Equal opportunity / Affirmative Action Employer

NGDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January 12, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Donald R. van der Vaart
Secretary
Diane Williams
Public Water Supply
JAN 14 20'5
Division
WiRO . �b�c teaee s
Jonathan Howell
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Watersedge Holdings, LLC
Carteret County, at Watersedge MHP in Emerald Isle.
Proposed Project: Proposes road paving, resurfacing and drainage improvements to the existing
roads, replacement of 24 existing mobile homes, the construction of vegetated
stormwater swales, and the rehabilitation of the existing boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 1, 2015. If you have any questions regarding the proposed project, please contact Roy Brownlow,
Permit officer at [phone]. Ext. 217. When appropriate, in-depth comments with supporting data is
requested.
REPLY: T This agency has no objection to the project as proposed. RECEIVED
1AN 2 8 101.5
This agency has no comment on the proposed project. 99IM-WH" em
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to roject for reasons described in the attached comments.
SIGNED A DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity / Affirmative Action Employer

zRAX
NR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Donald R. van der Vaart
Governor
Secretary
6-15.01. 15.D1
January 12, 2015
MEMORANDUM:
14151g1?
TO:
Maria Dunn
6
,
9�
NC Wildlife Resources Commission
3APi 2015
r' a5�^M1+w�,Cp,' i4TZ
FROM:
Jonathan Howell
(i% Lq s4.d;.i�a..4
a iwg
�abrvation
Major Permits Processing Coordinator
,n, Rpgrgm
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Watersedge Holdings, LLC
Project Location: Carteret County, at Watersedge MHP in Emerald Isle.
Proposed Project: Proposes road paving, resurfacing and drainage improvements to the existing
roads, replacement of 24 existing mobile homes, the construction of vegetated
stormwater swales, and the rehabilitation of the existing boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 1, 2015. If you have any questions regarding the proposed project, please contact Roy Brownlow,
Permit officer at [phone]. Ext. 217. When appropriate, in-depth comments with supporting data is
requested.
RECEIVED
REPLY: This agency has no objection to the project as proposed. JAN 2 6 7M
/
This agency has no comment on the proposed project. IiYA"A-A°AOy f-lir
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 A DATE t -'►-�-_15
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX [phone] \ Internet: www.nccoastaimanagement.net
An Equal Opportunity / Affirmative Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 12, 2015
MEMORANDUM:
TO: Lee Padrick
Division of Community Assistance
FROM: Jonathan Howell
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Watersedge Holdings, LLC
Project Location: Carteret County, at Watersedge MHP in Emerald Isle.
Proposed Project: Proposes road paving, resurfacing and drainage improvements to the existing
roads, replacement of 24 existing mobile homes, the construction of vegetated
stormwater swales, and the rehabilitation of the existing boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 1, 2015. If you have any questions regarding the proposed project, please contact Roy Brownlow,
Permit officer at [phone]. Ext. 217. When appropriate, in-depth comments with supporting data is
requested.
RECEIVED
REPLY: r4
/This agency has no objection to the project as proposed. JAN 2 8 io
! 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 /� � DATE / — z 3 -ir
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.nccoastaimanagement.net
An Equal opportunity / Affirmative Action Employer

�A
IL
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 12, 2015
MEMORANDUM:
TO: Maureen Meehan
Division of Coastal Management
FROM: Jonathan Howell
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Watersedge Holdings, LLC
Project Location: Carteret County, at Watersedge MHP in Emerald Isle.
Proposed Project: Proposes road paving, resurfacing and drainage improvements to the existing
roads, replacement of 24 existing mobile homes, the construction of vegetated
stormwater swales, and the rehabilitation of the existing boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 1, 2015. If you have any questions regarding the proposed project, please contact Roy Brownlow,
Permit officer at [phone]. Ext. 217. When appropriate, in-depth comments with supporting data is
requested.
REPLY: I-, This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
Thi agency objects to the project for reasons dellsjbed in the attached comments.
SIGNED DATE `
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX [phone] \ Internet: www.nccoastaimanagement.net
An Equal Opportunity / Affirmative Action Employer

JAiv 2 0 ZOi i
21
NC®ENR
o E, Carolina Department of Environment and Natural Reso fLi 1CPRcaER:'ATIot4OFACE
Pat McCrory Donald R. van der Wart
Governor Secretary
January 12, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Renee Gledhill -Early
NC Department of Cultural Resources
Jonathan Howell
Major Permits Processing Coordinator
CANWDREDGE Ss FILL. Pennil Applicalion Review
Watcrscdge Holdings, LLC
Carteret County; at,Watersedge MI1P in Emerald Isle.
Proposed Project: Proposes road.paving, resurfacing and drainage improvements to.tfie caisting
roads, replacement of24.existing mobile homes, the construction of vegetated
stormtiv iter swales, and the rehabilitation.of the existing,,boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and'retum this form by
February 1, 201'5.117you have any questions regarding the proposed project, please contact Roy I3rownlow,
Permit officer at'[phone]. Ext. 217. When appropriate, in=depth comments with supporting data is
requested..
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency. approves of the project only if the recommended changes are
incorporated. See attached.
Thisagency objects to the project for reasons described in the attached comments.
SIGNED DATE �' c2
400 Commerce Avenue; Morehead City, North Carolina 28557
Prone: 252-808.28081 FAX [phone] t Internet: vmw.nceoastalmanagementnet
An Equal Opportunity l Affirmative Action Employer jAN 2 ZOj3

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January 12, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Donald R. van der Vaart
Secretary
RECEIVED
JAN 16 2015
DOA
STATE PROPERTY
OFFICE
Tim Walton
State Property Office
Jonathan Howell
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Watersedge Holdings, LLC
Carteret County, at Watersedge MHP in Emerald Isle.
Proposed Project: Proposes road paving, resurfacing and drainage improvements to the existing
roads, replacement of 24 existing mobile homes, the construction of vegetated
stormwater swales, and the rehabilitation of the existing boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 1, 2015. If you have any questions regarding the proposed project, please contact Roy Brownlow,
Permit officer at (252) 808-280& Ext. 217. When appropriate, in-depth comments with supporting data is
requested.
PLY:
t7�Ok
road"`�"�
is agency has no objection to the project as proposed.
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 DATE
RECEIVED
FEB 0 3 20t5
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity / Affirmative Action Employer

RECEIVED
FEB 0 8 pig
WdNq-NN�p )oryy.

Pat McCrory
Governor
January 12, 2015
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
A.
NCDENR
North Carolina Department of Environment and Natural Resources
Ken Pace
NC DOT, State Construction/Materials Branch
Jonathan Howell
Major Permits Processing Coordinator
Donald R. van der Vaart
Secretary
1"ICCE.IVEU
JAN 2 7 2015
DISTRICT ®IFTlCr
CAMA/DREDGE & FILL Permit Application Review
Watersedge Holdings, LLC
Carteret County, at Watersedge MHP in Emerald Isle.
Proposed Project: Proposes road paving, resurfacing and drainage improvements to the existing
roads, replacement of 24 existing mobile homes, the construction of vegetated
stormwater swales, and the rehabilitation of the existing boat ramp.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 1, 2015. If you have any questions regarding the proposed project, please contact Roy Brownlow,
Permit officer at [phone]. Ext. 217. When appropriate, in-depth comments with supporting data is
requested.
REPLY: V This agency has no objection to the project as proposed.
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 agen y objects to the project for reasons described in the attached comments.
RECEIVED
SIGNED DATE 0 FEB 12 1015
400 Commerce Avenue, Morehead City, N rth Carolina 28557 °Es^-MMD CITY
Phone: [phone] \ FAX [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity / Affirmative Action Employer

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2015-00299 County: Carteret U.S.G.S. Quad: Emerald Isle
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Watersedee Holding, LLC.
Attn: Bobby Whitt
200 Bracken Court
Raleigh, NC 27612
Phone No. [phone]
Agent: Arendell Engineers
attn: James Forman Jr.
105 N. 10' Street
Morehead City, NC 28557
[phone]
Size (acres) 12_58 Nearest Town Emerald Isle
Nearest Waterway Bogue Sound River Basin White Oak Basin
USGS HUC 03020106 Coordinates N 34.6777 W-76.9637
Location description: The oroiect area is located at the Watersedge Mobile Home Park at 3200 Emerald Isle Drive in Emerald
Isle, Carteret County, North Carolina.
Description of projects area and activity: This Nationwide Permit 3 authorizes the replacement of the existing 575 suuare foot
boat ramD with a new 12 foot ramo with 6 inch curbs on both sides in that same footorint of the existing boat ramn. The toe of
the ramp would extend to the normal low water level elevation and a rioran apron placed at the toe and of ramp to prevent
erosion and undermining of the ramp. The portion of the ramp to be nlaced below NHW (10'xl2') would be form -cast on
upland area. An excavated area of 5'xl2' by -1.3' deep will be required below the NHW to install the rioran tow. No SAV beds
are located in the area of the boat ramp..
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
® Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: 3
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information received in our office on January 16, 2015. Any violation
of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a
restoration order, a Class 1 administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Christy Folta at 910 251-463
Corps Regulatory Official:Date: February 23, 2015 RECEIVED
Expiration Date of Verificati arch 1 .2017 FEB 2 6 2015
DCM-MHD CITY

SAW-2015-00299
Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ® There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued. Action ID:.
Basis For Determination: The site is subject to ebb and flow of the tide and exhibits wetland criteria as defined in
the 1987 wetland delineation manual which is abuttine Boaue Sound. a Section 10 navigable water..
Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B
and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attu: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by AAoril 23, 2015.
**It is not necessary to submit an RFA form to the Divis' n Office if you do not object to the determination in this correspondence."
Corps Regulatory Official:r�/✓ ` /���
Date of JD: February 23, 2011 Expiration Date of JD: February 23, 2020
RECEIVED
Copy furnish: NCDCM, Mr. Jonathan Howell, 400 Commerce Ave, Morehead City, NC 28557 FEB 2 6 7,015
DCM-000! 4

United States Department of the Interior
g FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
ygRCq 3.'bf Raleigh, North Carolina 27636-3726
GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE
Precautionary Measures for Construction Activities in North Carolina Waters
The West Indian manatee (Trichechus manatus), also known as the Florida manatee, is
a Federally -listed endangered aquatic mammal protected under the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 etseq.) and the Marine Mammal Protection Act
of 1972, as amended (16 U.S.0 1461 et seq.). The manatee is also listed as endangered
under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of
the General Statutes). The U.S. Fish and Wildlife Service (Service) is the lead Federal
agency responsible for the protection and recovery of the West Indian manatee under the
provisions of the Endangered Species Act.
Adult manatees average 10 feet long and weigh about 2,200 pounds, although some
individuals have been recorded at lengths greater than 13 feet and weighing as much as
3,500 pounds. Manatees are commonly found in fresh, brackish, or marine water habitats,
including shallow coastal bays, lagoons, estuaries, and inland rivers of varying salinity
extremes. Manatees spend much of their time underwater or partly submerged, making
them difficult to detect even in shallow water. While the manatee's principal stronghold in
the United States is Florida, the species is considered a seasonal inhabitant of North
Carolina with most occurrences reported from June through October.
To protect manatees in North Carolina, the Service's Raleigh Field Office has prepared
precautionary measures for general construction activities in waters used by the species.
Implementation of these measure will allow in -water projects which do not require blasting
to proceed without adverse impacts to manatees. In addition, inclusion of these guidelines
as conservation measures in a Biological Assessment or Biological Evaluation, or as part
of the determination of impacts on the manatee in an environmental document prepared
pursuant to the National Environmental Policy Act, will expedite the Service's review of the
document for the fulfillment of requirements under Section 7 of the Endangered Species
Act. These measures include:
1. The project manager and/or contractor will inform all personnel associated with the
project that manatees may be present in the project area, and the need to avoid any harm
to these endangered mammals. The project manager will ensure that all construction
personnel know the general appearance of the species and their habit of moving about
completely or partially submerged in shallow water. All construction personnel will be
informed that they are responsible for observing water -related activities for the presence
of manatees.
RECEIVED
2. The project manager and/or the contractor will advise all construction personnel that
FEB 3 6 7`s
�'M1I1;Y

r
there are civil and criminal penalties for harming, harassing, or killing manatees which are
protected under the Marine Mammal Protection Act and the Endangered Species Act.
3. If a manatee is seen within 100 yards of the active construction and/or dredging
operation or vessel movement, all appropriate precautions will be implemented to ensure
protection of the manatee. These precautions will include the immediate shutdown of
moving equipment if a manatee comes within 50 feet of the operational area of the
equipment. Activities will not resume until the manatee has departed the project area on
its own volition (i.e., it may not be herded or harassed from the area).
4. Any collision with and/or injury to a manatee will be reported immediately. The report
must be made to the U.S. Fish and Wildlife Service (ph. 919.856.4520 ext. 16), the
National Marine Fisheries Service (ph. 252.728.8762), and the North Carolina Wildlife
Resources Commission (ph. 252.448.1546).
5. A sign will be posted in all vessels associated with the project where it is clearly visible
to the vessel operator. The sign should state:
CAUTION: The endangered manatee may occur in these waters during the warmer
months, primarily from June through October. Idle speed is required if operating
this vessel in shallow water during these months. All equipment must be shutdown
if a manatee comes within 50 feet of the vessel or operating equipment. A collision
with and/or injury to the manatee must be reported immediately to the U.S. Fish and
Wildlife Service (919-856-4520 ext. 16), the National Marine Fisheries Service
(252.728.8762), and the North Carolina Wildlife Resources Commission
(252.448.1546).
6. The contractor will maintain a log detailing sightings, collisions, and/or injuries to
manatees during project activities. Upon completion of the action, the project manager will
prepare a report which summarizes all information on manatees encountered and submit
the report to the Service's Raleigh Field Office.
7. All vessels associated with the construction project will operate at "no wake/idle" speeds
at all times while in water where the draft of the vessel provides less than a four foot
clearance from the bottom. All vessels will follow routes of deep water whenever possible.
8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of
material in which manatees cannot become entangled; (b) secured in a manner that they
cannot break free and entangle manatees; and, (c) regularly monitored to ensure that
manatees have not become entangled. Barriers will be placed in a manner to allow
manatees entry to or exit from essential habitat.
Prepared by (rev. 06/2003):
U.S. Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
919/856-4520
RECEIVED
FEB 2 6 7n15
IX:M-MHO CITY

Figure 1. The whole body of the West Indian manatee may be visible in clear water; but
in the dark and muddy waters of coastal North Carolina, one normally sees only a small
part of the head when the manatee raises its nose to breathe.
RECEIVED
F8 16 1015
DCA0XANH WO
Illustration used with the permission of the North Carolina State Museum of Natural Sciences.
Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I.
A re-evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987-
3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52.

w
NCDENR
North Carolina Department of.Environment and Natural Resources
Pat McCrory Donald R, van der Vaart
G.ovemor Secretary
March 12, 2015
DWR Project N 2015 0059
T Carteret CountyO
S N
Waters Edge Holdings, LLC TH 9sj NOT
Attn: Bobby Whitt/�,�{� {{{
Raleigh,
Bracken Court CAMA
PERNT
Raleigh, NC 27612-6101 nntj�
Subject Property: Watees Edge MHP Improvements, Emerald Isle
No written Concurrence Needed
Dear Mr. Whitt:
You have our approval, in accordance with the attached conditions and those listed below to resurface and
improve drainage' for the existing road system and to replace and improve the existing boat ramp; as
described in your CAMA application dated January 12, 2015 and received by the Division of Water
Resources (DWR) in'the Wilmington Regional Office (WiRO) on January 14, 2015 and subsequent
information received on February 11, 2015 and March 12, 2015.in the Wilmington Regional Office. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number 3883 (GC 3883). This Certification allows you to use the Nationwide Permit N3 when
issued by the US Army Corps of Engineers and the CAMA Major Permit when issued by the Division of
Coastal Management. In addition, you should obtain or'otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to).Erosion and
Sediment Control, Non -discharge, and stormwater regulation's. Also, this approval to.. proceed with your
proposed impacts or to conduct impacts to waters as depicted In your application shall expire upon
expiration of the: General Permits or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this General Certification and approval letter and is thereby
responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one
acre of wetland or 150linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed In the attached certification
and any additional conditions listed on the following pages.
The Additional Conditions of the Certification are:
1. This approval is for the purpose and design described in your application. The plans and specifications for this
project are incorporated by reference as part of the Certification. If you change your project, you must notify
the Division and you may be required to submit a new application package with the appropriate fee. If the
property is sold, the new owner must be given a copy of this approval letter and General Certification and is
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.ncdenr.gov
An Equal OppoAunity 1 AlfirmaGve Acton Employer -Made in part by recycled paper

-----------
Waters Edge Holdings, LLC
Attn: Bobby Whitt
DWR Project# 2015-dD59
March 12, 2015
Page.2 of 4
responsible; for complying with all conditions. Any new owner must notify the Division and request the
Certification be issued in their name (15A NCAC 02H .0501 and .0502).
2. Turbidity Standard
The turbidity standard of 25. NTUs (Nephelometric Turbidity Units) shall not be exceeded ds,described
in 15 A NCAC 2B..0221. Appropriate sediment and erosion control practices must be used to meet this
standard. Turbidity curtains s hall be used as appropriate. Please notify this Office If any turbidity
issues arise at 910.796.7215
3. Any final construction plans for this project must include or reference the application.and plans
approved by the DWR under the authorization letter and certification. The applicant will also be
required to evaluate all acquired permits to assure that they are consistent and all relative impacts
are.accounted for and shown on the construction plans .[15A NCAC 02H .0502 (b) and 15A NCAC 02H
.05,06 (4)]
4. The permitee shall require its contractors and/or agents to comply with the terms of this permit in the
construction and maintenance of this project, and shall provide each of its contractors and/or agents
associated with the construction or maintenance of this project a copy of this certification. A copy of
this certification including all conditions shall be available at the project site during the construction
and maintenance of this project. [15A NCAC 02H .0507 b© and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
S. All mechanized equipment will be regularly inspected and maintained to prevent contamination of
waters:and wetlands from hydrocarbons or other potential toxic chemicals. In the.event of a
hydrocarbon or chemical spill, the permitee/contractor shall immediately contact the Division of Water
Quality, between the hours of 8 am to 5 pm at the Wilmington regional office at 910.796.7215 or Steve
Lewis at 919.807.6308 and after hours and on weekends call the USCG National Response Center at
1.800.424.8802. management of such spills shall comply with provisions of the NorthCarolina Oil
Pollution and Hazardous Substances Control Act. [15A NCAC 02H .0506 (b)(3) and (c)(3), 15A NCAC'02B.
0200 (3)(f), and GS 143 Article 21 A]
6. Fueling, lubrication and general equipment maintenance should not take place within 50 feet of a
waterbody or wetlands to prevent contamination by fuel and oils. [35A NCAC 02H .0506 (b)(3) and
(c)(3) and 15A NCAC 02B .0200 (3)(f)]
7. This General Certification shall expire on the same day as the expiration date of the corresponding
General Permit.. The conditions in effect on the date of issuance of the Certification for a specific
project shall remain in effect for.the life of the project, regardless, of the expiration of this Certification.
B. Certificate of Completion
The applicant and/or authorized agent shall provide a completed Certificate of Completion form to
the Division within 30 (thirty) days of project completion. Mail to: NCDENR DWR 401 and Buffers
Unit North. Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699. The
certification of completion is available at:
htto://portal.ncdenr.ore/web/wa/swp/ws/401/certsandpermits/apply/forms). [15A NCAC 02H

Waters Edge Holdings, LLC
Attn: Bobby Whitt
DWR Project 9 2015-0059
March 12, 2015
Page 3 of 4
9. This certification grants permission to the director, an authorized representative of the Director, or
DENR staff, upon the presentation of proper credentials, to enter the property during normal
business hours (15A NCAC 02H .0502 (e)).
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you wish to contest any conditions in the enclosed certification (associated with the approved wetland or
waters impacts) you must file a petition for an administrative hearing. You may obtain the petition form
from the office of Administrative hearings. You must file the petition with the office of Administrative
Hearings within thirty (30) days of receipt of this notice. A petition is considered filed when it is received in
the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings
Monday through Friday between the hours of 8:00 am and 5:00 pm, except for official state holidays. The
original and one (1) copy of the petition must be filed with the Office of Administrative Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: (919)-733-3478
A copy of the petition must also be served on DENR as follows:
Sam M. Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such a petition is filed, this certification and its conditions are final and binding

Waters Edge Holdings, LLC.
Attn: Bobby Whitt
DWR Projectk2o15-0059 ..
March 12, 2015
Page 4 of 4
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water
Act and 15A NCAC 02H .0500. If you have any questions, please telephone Jennifer Burdette in the Central
Office in Raleigh at 915.807.6364 or by e-mail Jennifer. Burdette(@ncdenr.¢ov or myself in the DWR
Wilmington Regional Office at 910.796.7306 or by e-mail Joanne.Steenhuis(Mncdenr.¢ov.
Sincerely,
oanne Steenhuis
Senior Environmental Specialist
Wilmington Regional Office
Division of Water Resources, NCDENR
Enclosure: GC 3883
cc: Bill Foreman— Mendell Engineers —electronic copy
Tyler Crumbley - USACE Wilmington Regulatory Field Office
Jennifer Burdette - DWR 401 Wetlands and Buffers Unit
Jonathan Howell - DCM Morehead City —electronic copy
Roy, Brownlow - DCM Morehead City — electronic copy
W iRO

Howell, Jonathan
From:
Brownlow, Roy
Sent:
Wednesday, March 11, 2015 3:19 PM
To:
Howell, Jonathan
Subject:
WATERSEDGE CONDITIONS
• NO NET GAIN OF IMPERVIOUS COVERAGE AUTHORIZED, IN THIS CASE ###### SQUARE
FEET OF BUILT UPON AREA IS AUTHORIZED.
• In order to protect water quality, runoff from construction must not visibly
increase the amount of suspended sediments in adjacent waters.
• Appropriate sedimentation and erosion control devices, measures or
structures must be implemented to ensure that eroded materials do not enter
adjacent wetlands, watercourses and property (e.g. silt fence, diversion
swales or berms, sand fence, etc.).
• A ground cover sufficient to restrain erosion shall be provided within the
shorter of 15 working or 30 calendar days of completion of any phase of
grading on cut or filled slopes.
• The permitted activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside of the area of construction or
construction -related discharge.
• Any development or land disturbing activity that is considered non -water
dependent is not authorized within 30 feet of the normal high water level
unless specifically exempted by Coastal Resource Commission (CRC)
regulations in place at the time of such development.
• NOTE: Future development of the permittee's property may require a
modification of this permit. Contact a representative of the Division at
(XXX) XXX-XXXX prior to the commencement of any such activity for this
determination.
• NOTE: An Erosion and Sedimentation Control Plan will be required for this
project. This plan must be filed at least thirty (30) days prior to the
beginning of any land disturbing activity. Submit this plan to the
Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
Roy Brownlow
NC Division of Coastal Management
District Manager, Morehead City District Office
8 Compliance Coordinator
NCDENR
NC Division of Coastal Management
400 Commerce Ave
Morehead City, NC 28557
[phone] Extension 217
1

Roy. Brownlow(a)nodenr.cov
www.necoastalmanaeement.net
Please visit www.nccoastalmanaoement.net to subscribe to
Coastal Management's quarterly newsletter, the CAMAgram.
E-mail correspondence to and imm this address maybe subject to the North Carolina Public Records Law and maybe disclosed to third parties

DRAINAGE AND PAVEMENT
WATER'S EDGE MOBILE HOME PARK
EMERALD ISLE, CARTERET COUNTY, NORTH CAROLINA
PROJECT NARRATIVE /
December 18, 2014
ws
INTRODUCTION
The project site is an approximately 12.58 acre site located in the T f Emerald Isle's
corporate limits along the shoreline of Bogue Sound. The property h9 mobile home units
and approximately 1,430 linear feet of shoreline The property address is 3200 Emerald Isle
Drive on the north side of Highway 58 at approximately the 15.2 mile marker. (Sheet 01). The
project consists of pavement rehabilitation and stormwater management improvements.
EXISTING CONDITIONS
Site Topography and Hydrography. The site is relatively level but slopes away from Highway
58 North towards Bogue Sound. A timber and vinyl bulkhead approximately 4 feet high
separates the land and coastal marsh along the Bogue Sound shoreline (photo 1). Elevations
on the upland property range from +4 to +13 NAVD 88 with a majority of the property being
between +6' to +10' NAVD 88.
RECEIVED
DEC 18 7011
MIM-Wr) CITY
Photo 1- Bulkhead and riprap sill
Site Soils. Soils data for the site was provided by Larry F. Baldwin, a Soil Scientist with Land
Management Group, Inc. The soils on the project site are natural, moderately to excessively
well drained, sandy soils materials. Seasonal high water tables were tested in the two (2)
locations where pervious pavers are proposed to be installed. The seasonal high water table

I y
Water's Edge Mobile Home Park December 18, 2014
Major CAMA Permit Application — Narrative Page 2 of 6
varies from +25 to-36 inches from the surface along Water's Edge Drive, and to 60 to 70 inches
near the intersection of Water's Edge Drive and Courtney Court in the southwest portion of the
site. Hydraulic conductivity along Water's Edge Drive was >2-20 inches per hour to +70 inch
depths from the surface. Near the intersection of Water's Edge Drive and Courtney Court in the
southwest portion of the project site, hydraulic conductivity was >5-20 inches per hour to +70
inch depths.
Wetlands. The upland portion of the site contains no wetlands. There is a band of coastal and
404 wetlands between the waterward edge of the march and the face of the bulkhead. The
width of the marsh varies along the length. Approximately 1,250 linear feet of riprap sill is
placed along the toe of the coastal marsh (photo 1) over the north margin of the property along
the shoreline of Bogue Sound.
PROJECT DESCRIPTION
The project consists of pavement rehabilitation to repair reflective and thermal cracking in order
to stop or minimize continuing progressive pavement failures. Most of the pavement failures
result from water intrusion into the pavement structure caused by in adequate drainage of the
pavement surface. The project will modify drainage of the pavements and improve drainage in
two specific areas of the site that are subject to nuisance flooding.
The project has the following objectives:
• Repair deteriorated pavements including pavements with alligator cracking, thermal
cracking, potholes and pavements that have been undermined by water intrusion and
subsequent erosion of the pavement subbase and soil foundations.
• Alleviate ponding on pavements and nuisance flooding in low lying areas of the site.
• Create, through use of stormwater best management practices, sufficient excess
impervious area to permit replacement of 24 mobile home units with newer units with a
maximum roof area of 750 square feet.
• Meet conditions of Town of Emerald Isle Stormwater Ordinance completing the project
with no net increase in impervious surfaces.
Pavement Rehabilitation. There are 2,654 linear feet of paved roads on the project site
approximately 18' wide. The vertical alignments of the roads do not allow for proper drainage of
the site during storms causing significant ponding and flooding on the site. As part of the road
resurfacing, grades of the roads will be modified to allow for drainage in a mostly south -north
direction. Pavements will be removed, the grades modified, and the subbase replaced or
rehabilitated, and the asphalt pavements replaced. Pavements grades will be modified so that
drainage on the site is directed to two areas of pervious pavement and three grass lined swales
and level spreaders, one at the southwest corner of the site on Courtney Court, the other on
Waters Edge Drive. The low areas are shown in sheet 03,"Proposed Site Plan", as the areas
where pervious pavements will be constructed.
RECEIVED
DEC 18 704
DeM=MHR OTY

I 1
Water's Edge Mobile Home Park December 18, 2014
Major CAMA Permit Application — Narrative Page 3 of 6
Boat Ramp Improvements. The existing boat ramp consists of approximately 575 square feet
(above MHW) of pour in place concrete. The ramp is not well aligned with the narrow access
road, is cracked and is undermined on the east side. The existing ramp does not present an
even surface for launching a boat. The ramp is used only by property owners and is not open
for public access. The narrow access road, the size of the ramp and the shallow water depths
at the toe of the ramp limit is use to small power boats (16' and under) and kayaks, canoes and
other personal watercraft. Photo 2 shows the existing boat ramp at a lower tide condition.
Photo 2 — Water's Edge MHP boat ramp - existing conditions
Improvements proposed for the ramp include demolition of the existing concrete ramp to its end
below mean high water, and replacement with a new ramp 12 feet wide with a 6 inch curb on
both sides. The toe of the ramp will extend to the mean low water elevation with riprap toe
placed at the toe to prevent erosion of the toe and subsequent loss of soil beneath the concrete
ramp. Details of the proposed ramp improvements are shown on sheet 06. There is no net
increase in surface area proposed for the new ramp above and below the mean high water
elevation. The new ramp will extend waterward a distance equal to the existing ramp. A limited
amount of excavation below mean high water will be required to remove and replace the ramp.
Stormwater Management. The resurfacing and grading of the existing asphalt roads will
improve drainage of the roads such that stormwater is no longer ponding at several locations on
the property. The roads will be constructed with an inverted crown and grades will generally
slope from the south to the north, allowing stormwater to outfall into grassed swales, pass
through a level spreader and then over the existing timber & vinyl bulkhead. Construction of the
swales will be outside of the 30' CAMA Buffer.
RECEIVED
DEC 18 ?W

Water's Edge Mobile Home Park December 18, 2014
Major CAMA Permit Application — Narrative Page 4 of 6
Courtney Court. Pervious pavement will replace a subsurface infiltration system at Courtney
Court that is not adequate and results in flooding of the area after very low intensity rainfall
events. 3,550 s.f. of concrete unit pavers or pervious concrete with a thick large gravel subbase
will be utilized to infiltrate stormwater into the groundwater. The overflow of runoff from that
area once the pervious pavement storage is full is by piping to a pipe outfall to a swale at the
northwest corner of the site.
Water's Edge Drive. Pervious pavement will be used to infiltrate a portion of the initial runoff
volume from the Water's Edge Drive, Jamie Circle and a portion of Lu Lane area. 5,436 s.f. of
concrete unit pavers or pervious concrete with a thick large gravel subbase will be utilized to
infiltrate stormwater into the groundwater. Overflow from these areas will be directed to two
grassed lined swales that extend from Water's Edge Drive to the edge of the 30 foot CAMA
buffer with a level spreader outfall structure to distribute the flow over a larger area.
The pervious area credit allowed (75 percent) will be used by homeowners to replace existing
mobile home units with larger, more modern units with a maximum allowable roof area of 750
s.f. A total of 24 units are identified for replacement and are shown on sheet 03. There are 9
homes on Lu Lane, 2 on Water's Edge Drive, 5 on Jamie Circle, 3 on Courtney Circle and 4 on
Hunter Lane that are identified for replacement. One lot which is currently vacant (lot 305) on
the east end of the development is included in the number of units to be improved. The use of
approximately 8,986 square feet of permeable pavers with a 75% impervious surface credit, will
allow for the development to expand their impervious footprint by approximately 6,739 square
feet with no net increase in total impervious area on the site.
Implementation of the improvements described above will be done with no net increase in
impervious areas. An accounting of existing impervious areas is shown on sheet 02, "Existing
Conditions", and is as follows:
Use
Streets, asphalt pavements
Residential unit roofs
Shed and storage building roofs
Gravel road (inside property lines)
Existing Impervious Surface Area
47,218 s.f.
109,323 s.f.
5,365 s.f.
848 s.f. RECEIVED
Boat ramp (above mean high water) 559 s.f.
Total existing impervious area 163,313 s.f. DEC 18 TON
Total site area (12.58 ac)
Impervious area percentage
547,984 s.f. RQW-MH®Em
29.80 %
The objective of the improvements is to have no net increase in impervious areas. To illustrate
how that will be achieved, proposed impervious surface areas in the completed project are as
follows:

Water's Edge Mobile Home Park December 18, 2014
Major CAMA Permit Application — Narrative Page 5 of 6
Use
Streets, asphalt pavements
Residential unit roofs
Expanded roof areas (24 units)
Shed and storage building roofs
Existina ImDervious Surface Area
39,709 s.f.
109,323 s.f.
1,858 s.f.
5,365 s.f.
Pervious pavements 8,896 s.f. net with
75% credit for use of pervious concrete 2,224 s.f.
Boat ramp (above mean high water) 556 s.f.
Total proposed impervious area 159,035 s.f.
Total site area (12.58 ac) 547,984 s.f.
Impervious area percentage
29.02 %
The Town of Emerald Isle administers the State Stormwater Program in the town limits. A
stormwater permit is required as a condition of any building permit issued by the Town. The
stormwater improvements will meet the conditions of the town's Stormwater Ordinance and will
be obtained prior to beginning any construction.
Land Disturbing Activity. The disturbed areas will be limited to the roadway surfaces, the road
shoulders approximately 5 feet beyond the existing edge of pavement, and the grassed lines
swales which will be graded and then stabilized with jute mesh and sod. Total disturbed area is
estimated to be 82,000 s.f. (1.88 acres). An erosion and sedimentation control plan will be
submitted to and approved by from the N.0 Department of Energy, Mineral and Land
Resources, Land Quality Section in Wilmington, NC.
METHODS OF CONSTRUCTION
Pavement of the roadways will be by conventional construction methods including, but not
limited to pavement demolition & removal, grading, asphalt pavement installation, concrete
pavement installation, installation of concrete unit pavers and foundation. Swales will be graded
and sodded.
PROJECT SCHEDULE
Following receipt of the Major CAMA permit, Stormwater and Erosion & Sediment Control
permits; the Association will select a contractor and resurfacing of the roads will begin. Length
of construction for all proposed improvements is expected to take 6 months. Work may be done
in phases depending on availability of funding.
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
The Regulatory Reform Act of 2011 (SB 781) was passed by the North Carolina Legislature in
July 2011. This bill eliminates the requirement for an environmental assessment (EA) for any
project requiring a Major CAMA permit. Therefore, the proposed project is not subject to N.C.
Environmental Policy Act Review.
RECENED
DEC 18 1014
BEM=MMP PITY

Water's Edge Mobile Home Park
Major CAMA Permit Application — Narrative
December 18, 2014
Page 6 of 6
ADJACENT RIPARIAN PROPERTY OWNERS (See Figure A)
Letters notifying adjacent property owners of Water's Edge Mobile Home Park CAMA Permit
Application have been sent to the following properties by certified mail. Copies of those letters
are attached.
Andrew C. Hilburn
4305 Foxfire Lane
Wilson, NC 27896
PDL Beach Properties, LLC
15 Rawls Road, Suite 100
Angier, NC 27501
RECEIVED
DEC 18 1014
BPM-"H pm

Crystal Coast Engineering, PA
205 Ward Rd. # 3
Swansboro, NC 28584
Tel: [phone] Fax: [phone]
[e-mail]
September 21, 2015
Mr. Josh Edmondson, Town Planner
Town of Emerald Isle
7509 Emerald Drive
Emerald Isle, NC 28594
Re: Stormwater Management
Water's Edge Mobile Home Park
3200 Emerald Drive
Emerald Isle, NC 28594
Dear Mr. Edmondson,
We, per the documentation received from Arendell Engineers September 11, 2015, consider
the work proposed exempt from the Town LIDO / USMP stormwater management plan
requirement.
In addition, we agree with Mr. Forman that the permeable paving as proposed is consistent
with the NCDENR BMP Manual criteria for 75% built upon area credit.
Please note the above statements are predicated on the belief that the drop inlet symbol and
notation in the southwest area of permeable paving are shown on the revised plans in error.
Please let us know if you determine this is not the case.
Please let us know if you have questions or if we may be of further assistance.
Sincere)
3 ;a
SEAL i
029941 CIO
I /5
John R. Freshwater III, PEy'• �!�Q.``
Crystal Coast Engineering, PA �'.;j',q •NGINE� s�`<

September 22, 2015
Mr. Roy Brownlow
N. C. Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
AARENDELL
105 North 10th Street
Morehead City, North Carolina 28557
[phone]
Phone: [phone] Ext 217
Email: [e-mail]
Re: Water's Edge Mobile Home Park Improvements (14061)
Refinements to CAMA Major Permit # 39-15 Issued March 12, 2015
Emerald Isle, Carteret County, NC
Dear Roy:
This letter is to notify the Division of Coastal Management of refinements made to the referenced project.
As a result of changes requested by the owner and resulting from the Town of Emerald Isle stormwater
permitting process, a number of changes (refinements) have been made to the scope of the project. Some
of the refinements have implications for the CAMA permit and some do not. The following is a complete
list of the project refinements for your information:
1. Install three observation wells in the pervious pavement areas, one at the western site and two
along the Water's Edge Drive section.
2 Install nine schedule 40 PVC pipe sleeves plugged at both ends beneath the new pavement for use
for future waterline improvements with witness markers on one end at locations shown on the
plans.
3. Deleted three swales along Water's Edge Drive that drained to the edge of the 30 foot CAMA
buffer at Bogue Sound. There are no additional discharges of stormwater remaining in the project.
4. Modified the concrete curb along north side of Water's Edge Drive to be installed level over most
of its length. Curb will now serve as a level spreader to distribute the flow that was previously
channeled to flumes at the edge of the pavement in two locations. As a clarification, the face of
curb elevation of the level section of curb will be +6.50 feet. The top of curb elevation will be
+6.67 feet. The overall length of curb will be from station 5+95.9 to 12+48. The flow spreader
section with a 2 inch lip will be from stations 6+84.42 to 10+39.92, a total of 355.50 linear feet.
5. Delete drainage pipe, riprap and swale at northwestern corner. Pervious pavement at southwest
comer of property will operate as a pure infiltration area with no overflow discharge from the
site.
6. Expand the area of pervious pavement along Water's Edge Drive for a total area of pervious
pavement in the project of 11,670 sq. ft. Area of pavement at each location is shown on the
plans.

Mr. Roy Brownlow September 22, 2015
Water's Edge Mobile Home Park Improvements (14061) Page 2 of 3
Refinements to CAMA Major Permit # 39-15 Issued March 12, 2015
Emerald Isle, Carteret County, NC
Revise spec on filter fabric to Mirafi 170 N, substitute permitted with 50 in/hr permeability and
0.200 +/- mm (No. 70 sieve) opening.
S. Revise 4 inch wide curb around the edges of the pervious pavement to 6 inches and the curb
across the three intersections to 12 inches wide. Total pavement width remains as 18 feet, same
as existing.
9. Infiltration test will be required of graded subgrade during construction to confirm soil
permeability. Larry Baldwin with LMG, soil scientist, will do that work for the contractor.
10. Extend pervious pavement across entrance of Lu Lane and Jamie Circle and extend curb across
intersection with a 12 inch wide curb section.
11. Reduced thickness of #4 stone layer from 8" to 6". Calculation were provided to the Town of
Emerald Isle showing that there is adequate storage for the 2 inch runoff from the area of the
pervious pavement. The calculation calls for 5 inches of #4 stone, 6 inches is provided to meet
structural requirements.
12. Drainage patterns remain as before construction with two very minor exceptions. The speed
bump that served to channel runoff from the road west of the boat ramp entrance will be removed
allowing the flow to the level spreader along Water's Edge Drive. Existing grades show Jamie
Circle draining to the north with the 9 ft. contour along the south edge of the top of the circle and
the 7 foot contour at the intersections with Water's Edge Drive. There is a small amount of flow
in Jamie Circle that drains to two low areas in the corners of the top of the circle. That flow is
very minor and is now directed to the north and eventually to the level spreader in Water's Edge
Drive. It is obvious to me that the Jamie Circle was originally designed -to drain to the north.
Approximately half of Lu Lane currently drains towards Highway 58 with the other half draining
towards Water's Edge Drive. There is no change in that drainage pattern.
We anticipate that construction by Sunland Builders will begin on or about October 1, 2015. We do not
expect any earthwork to begin on that date but it will begin soon afterward. In order to maintain access
for emergency response crews, the work will be completed in phases.
If you have questions or need additional information regarding the refinements discussed, please give me
a call. I would be glad to meet with you to provide any additional explanation you require.
Thank -you for your help on this project.

Mr. Roy Brownlow LL IS September 22, 2015
Water's Edge Mobile Home Park Improvements (14061) Page 3 of 3
Refinements to CAMA Major Permit # 39-15 Issued March 12, 2015
Emerald Isle, Carteret County, NC
Sincerely,
ARENDELL ENGINEERS
ames W. (Bill) Forman, Jr., P.E.
President
Attachments
CC: by email
Bobby Whitt, Watersedge Holdings, LLC
Cathy Martin, Watersedge Holdings, LLC
Fred Adams, Watersedge Holdings, LLC
Watts Ward, Watersedge Holdings, LLC
Larry Wood, Watersedge Holdings, LLC
Josh Edmondson, Town Planner, Town of Emerald Isle

WF TOWN OF
EMERALD ISLE
� J
1�
PROP. PERVIOUS PAVER
REPAVING, 18' WIDE,
3,551 SF
V
NOTE:
1. CAMA AEC- ENTIRE SITE, 12.5E ACRES, IS LOCATED
INSIDE THE JURISDICTIONAL LIMITS OF 575' ORW AEC
BOGUE SOUND
TIMBER PIER❑TYP.
Q . 11
BOAT RAMP TO
J
TIMBE�Ri P�ItER, TYP.
�) IXTIMBERB
I VINYL BULKNEAO
W CAMA
UFFER LINE
"-\L 2•CONIC.
PROP. PERVIOUS PAVER 1 CURB
REPAVING, 18' WIDE,
B,11BSF
WATERSEDGE HOLDINGS, LLC
12.58ACRES
II\ PROP. ASPHALT
REPAVING, IB' WIDE
575' ORW AEC LINE
491:
RS EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
PVC PIPE
SIEEVES,TYP.
36'STORMWATER
_, OUTFALL TO SOUND
E STORMWATER
CATCH BVSIN
UNPAVED ROAD
TO REMAIN
NF
�3-
�p7� •o
PDL BEACH
PROPERTIES LLC
Ita�
PROPOSED IMPERVIOUS SURFACES
B (
® STREETSPAVEMENT
30,936 SF
RESIDENTIAL UNITS
RESIDENCES TO BE EXPANDED
109,323 SF
SI00 SF
® SHED ROOFS
5.365 SF
PERVIOUS PAVERS
ASPHALT
TOTAL =11,669 SF�
IEPAVING, 18 WIDE
75%CREDIT
Z917 SF
BOAT RAMP
556 SF
TOTAL
1,197 SF
TOTAL SITE AREA -12.58 AC
547,984 SF
PERCENT IMPERVIOUS
29.42%
0
SCALE (IN FEET('
PnMINARY�MWN03
MOT FOR COXSTRDLTKKI
B 1W
20D
rwRce avxw nne
Im.
DRAINAGE B PAVEMENT PROP WEo WE PLAN " w 03
WATERS EDGE MOBILE HOME PARK ®'
received
Lq 2 Z0( S xq

TRANSMITTAL
AARENDALL
105 N. 10's Street, Suite 4
Morehead City, NC 28557
[phone] FAX [phone]
TO: Roy Brownlow
N. C. Division of Coastal Management
Morehead City Regional Office
400 Commerce Ave.
Morehead City, NC 28557
DATE: 9/10/15
FROM: J. W. (Bill) Forman, Jr., P.E.
RE: Water's Edge Mobile Home Park — Drainage and Pavement Improvements
SENDING VIA ❑ FAX ❑ Postal ® UPS ❑ Email
❑ U. S. Mail ® Personal ❑ FedEx ❑ Other
Delivery
The following is transmitted:
COPIES
DATE
PAGES
DESCRIPTION
1
9/9/15
Drawings
1
9/10/15
Copy of Josh Edmondson Letter of 9/10/15
❑
As requested
❑
For approval
®
For information
❑
For signature
❑
For review and comment
❑
For distribution
❑
For bids due _
RECEIVED
MESSAGE *5
Please contact this office if you need additional information.
Copy to: Bobby Whitt. President. water's Edge holdings. LLC Signature: ;7

September 10, 2015
Mr. Josh Edmondson, Town Planner
Town of Emerald Isle
7500 Emerald Drive
Emerald Isle, NC 28594
Re: Water's Edge Mobile Home Park (14061)
Stormwater Management Permit
Dear Mr. Edmondson:
A ARENDELL
;LINE
CIVIL tOAST.L. [MVI. G MXEMTA'L
105 North 10th Street
Morehead City, North Carolina 28557
[phone]
N. C. Certification No. C•1509
Phone: [phone]
Email: jedmondson�emeraldisle nc.org
This letter to notify the town of changes to the scope of improvement for the Water's Edge Mobile Home
Park that will meet the requirements of the town's Stormwater Management Ordinance. These
modifications are based on conversations with John Freshwater subsequent to our last meeting with the
town and discussions with the owner.
Our objective is to gain approval of the plan and compliance with the Stormwater Ordinance, but also to
maintain the 75 percent credit for total impervious area provided by use of the pervious pavement.
Without that credit, there is no reason to install the pervious pavement.
There have been a number of changes to the plans since the February 9, 2015 submittal to the Town.
Those revisions are listed as follows and are shown on the revised sheets to the project plans (2 sets)
attached to this letter. A copy of the existing conditions plan is also attached for the site.
1. Include three observation wells in the pervious pavement areas, one at the western site and two
along the Water's Edge Drive section.
2 Install nine schedule 40 PVC pipe sleeves plugged at both ends beneath the new pavement for use
for future waterline improvements with witness markers on one end at locations shown on the
plans.
3. Deleted three swales along Water's Edge Drive that drained to the edge of the 30 foot CAMA
buffer at Bogue Sound.
4. Modified the concrete curb along north side of Water's Edge Drive to be installed level over most
of its length. Curb will now serve as a level spreader to distribute the flow that was previously
channeled to flumes at the edge of the pavement in two locations.
5. Delete drainage pipe, riprap and swale at northwestern corner. Pervious pavement at northeast
corner of property will operate as a pure infiltration area with no overflow discharge from the
site.
RECEIVED
SEP 10 2015

Mr. Josh Edmondson, Town Planner
Water's Edge Mobile Home Park (14061)
Stormwater Management Permit
September 10, 2015
Page 2 of 3
6. Expand the area of pervious pavement along Water's Edge Drive for a total area of pervious
pavement in the project of 11,670 sq. ft. Area of pavement at each location is shown on the
plans.
7. Revise spec on filter fabric to Mirafi 170 N, substitute permitted with 50 in/hr permeability and
0.200 +/- mm (No. 70 sieve) opening.
8. Revise 4 inch wide curb around the edges of the pervious pavement to 6 inches and the curb
across the three intersections to 12 inches wide. Total pavement width remains as 18 feet, same
as existing.
9. Infiltration test will be required of graded subgrade required during construction to confirm soil
permeability. Larry Baldwin with LMG, soil scientist, will do that work for the contractor.
10. Extend pervious pavement across entrance of Lu Lane and Jamie Circle and extend curb across
intersection with a 12 inch wide curb section.
11. Reduced thickness of #4 stone layer from 8" to 6". Calculation is attached showing that there is
adequate storage for the 2 inch runoff from the area of the pervious pavement. The calculation
calls for 5 inches of #4 stone, 6 inches is provided to meet structural requirements.
12. Sunland Builders will provide a traffic control and access plan for construction period that
maintains access to all areas of the park throughout construction period. The plan will require
temporary access from Hwy 58 at the west end. The HOA has indicated that they have a
driveway permit for that entrance as a temporary access for construction.
13. Drainage patterns remain as before construction with two very minor exceptions. The speed
bump that served to channel runoff from the road west of the boat ramp entrance will be removed
allowing the flow to the level spreader along Water's Edge Drive. Existing grades show Jamie
Circle draining to the north with the 9 ft. contour along the south edge of the top of the circle and
the 7 foot contour at the intersections with Water's Edge Drive. There is a small amount of flow
in Jamie Circle that drains to two low areas in the comers of the top of the circle. That flow is
very minor and is now directed to the north and eventually to the level spreader in Water's Edge
Drive. It is obvious to me that the Jamie Circle was originally designed to drain to the north.
Approximately half of Lu Lane currently drains towards Highway 58 with the other half draining
towards Water's Edge Drive. There is no change in that drainage pattern.
Per the UDO/USMP: The following development activities are exempt from the stormwater management
plan requirement: Any maintenance, alteration, use or improvement to an existing structure not changing
or affecting quality, rate, volume or location of surface water discharge.
I believe that the information provided and the enclosed plans show that the project meets the exception
criteria stated above.
Another objective of the project is to use pervious pavement to reduce to the overall impervious surfaces
in the park and receive the 75 percent credit that can be used to increase the size of new mobile home
units. At the request of John Freshwater, we have calculated, in accordance with the BMP Manual, the
thickness of the #4 layer of stone required to store runoff from the 2 inch rainfall that falls on the pervious
RECEIVED
SEP 10 2015

Mr. Josh Edmondson, Town Planner
Water's Edge Mobile Home Park (14061)
Stormwater Management Permit
September 10, 2015
Page 3 of 3
pavement area. A copy if the calculation is attached. It shows that the thickness of the #4 layer should be
5 inches. We are using 6 inches to add to the structural value of the paver section.
We have also completed the permeable pavement supplement used by the state for review of permeable
pavement applications. The supplement is provided for both locations.
Your review and concurrence with this submittal at the earliest possible date is appreciated. The Owner
plans to start construction before the end of September.
Thank -you for your help on this project.
Please contact me if you have any questions regarding this submittal.
Sincerely,
ARENDELL ENGINEERS
Ines W. (Bill) Forman, Jr., E.
President
Attachments
CC: Bobby Whitt, President, Watersedge Holdings, LLC
Roy Brownlow, N.0 Division of Coastal Management, Morehead City Regional Office
RECEIVED
SEP 10 20b
�kWw

Q IENDCEL L [ENSHNIEfERS
105 North 901h Street, suits 4
Morehead City, Month Carolina 28557
Project: 1 JFFfEiL S F-DG E M kA P
Subject: CE: OJ-t&ve �A��A��r A"iztaAT�Dart
✓ By: - I,J Date: q /&1 Ir
Checked By:
Sheet I of`1_ 140 �-
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ON = ti
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oEPC`h 6F- ACCrl-tCr+.'TE L-1101
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,geTFt+O Cl��G.UU Pr'i�or..l t0 00,3cs iru hGtu Q.(J A„JGE wiT N- yµ4F ^.)G pA+/4 r�C
Gf�C(ALfNd} �TOQMw+'i�t-(Z (JM? /"I RfJUri �.+ LHAPTF 1£3 (�E
RECEIVED
SEP 10 10b
6Yej04ow sao

Permit No.
(to be provided by DINO)
orOf WA7Fw, G
STORMWATER MANAGEMENT PERMIT APPLICATION FORM `C
NCDENR 401 CERTIFICATION APPLICATION FORM
PERMEABLE PAVEMENT SUPPLEMENT
This form must be completely filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
4 PROJECT INFORMATION
Project Name
Waters Edge Mobile Home Park
Contact Person
Bobby Whitt
Phone Number
919523-6163
Date
012015
Drainage Area
1 &2 Vt X EQ S 9E% -qDrQ IAJSTA-L(�{T�
II. DESIGN INFORMATION
Soils Report Summary
Hydrologic soil group (HSG) of subgrade
A
Infiltration rate
5.00 in/hr
Pavement Design Summary
BUA Credit for Permeable Pavement Footprint:
Permeable Pavement (PP) design type
Infiltration - HSG A/B 75"/n BUA Credit
SA of PP being proposed (A,)
8,118 ftz
Resulting BUA counted as Impervious for main application form
2,030 ftz
Adjacent BUA directed to PP(AJ
0 ftz OK
Ratio of A, to AP
0.00 (unitless)
Flow from pervious surfaces is directed away from PP?
Yes OK
Design rainfall depth
>e Z in
Permeable pavement surface course type
PICP
Layer 1- Washed aggregate size (ex. No. 57)
4
Layer 1-Aggregate porosity (n)
0.40 (unitless) OK
Layer 2 - Washed aggregate size (ex. No. 57)
6.00
Layer 2- Aggregate porosity(n)
0.40 (unitless) OK
Minimum total aggregate depth for design rainfall (D„y)
5.0 in
Drawdown/infiltration time for R,,,a
0.1 days OK
How is 10-yr, 24-hr storm handled?
infiltrated
Aggregate depth to infiltrate 10-yr, 24-hr storm (Dzo)
5.0 in
Drawdown/infiltration time of 10-yr, 24-hr storm
0.29 days
Actual provided total aggregate depth
10.0 in OK
Top of aggregate base layer elevation
6.17 fmsl
Storage elevation of design rainfall depth
5.67 fmsl
Overflow elevation
6.50 fmsl
Bottom elevation at subgrade
5.25 fmsl #REF!
SHWT elevation
3.00 fmsl
Underdrain diameter
0 in
RECEIVED
SEP 10 2015
40M.1MNP ee
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 1 of 3

Permit No.
(to be provided by DWQ)
Detention Systems (skip for infiltration systems)
Diameter of orifice
in
Coefficient of discharge (Co)
(unitiess)
Driving head (Ho)
ft
Storage volume discharge rate (through discharge orifice)
ft°/sec
Storage volume drawdown time
days
Pre -development 1-yr, 24-hr peak flow
ft'/sec
Post -development 1-yr, 24-hr peakflow
fta/sec
Additional Information
Slope of soil subgrade at bottom of permeable pavement
0.50
%
OK
Slope of the permeable pavement surface
1.00
%
OK
Construction sequence minimizes compaction to soils?
Yes
OK
Subsoil preparation specified (must select one)
scarified
Meets Industry standards for structural requirements?
Yes
OK
Washed stone is specified for the aggregate?
Yes
OK
Required signage specified on plans?
Yes
OK
Number of observation wells provided
1
OK
Distance to structure
6.00
ft
Distance to surface waters
140.00
ft
OK
Distance to water supply well(s)
N/A
ft
OK
RECEIVED
SEP 10 2015
!4"
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 2 of 3

Permit No.
(to be provided by DWQ)
o2e WATF'
STORMWATER MANAGEMENT PERMIT APPLICATION FORM p�G
NCDENR 401 CERTIFICATION APPLICATION FORM
PERMEABLE PAVEMENT SUPPLEMENT
This form must be completely filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name
Waters Edge Mobile Home Park
Contact Person
Bobby Whitt
Phone Number
919-523-6163
Date
9/912015
Drainage Area
3 CGV
jZT .0 x'r
II. DESIGN INFORMATION
Soils Report Summary
Hydrologic soil group (HSG) of subgrade
A
Infiltration rate
9.00
in/hr
Pavement Design Summary
BUA Credit for Permeable Pavement Footprint:
Permeable Pavement (PP) design type
Infiltration - HSG A/B
75% BUA Credit
SA of PP being proposed (Ap)
3,551
ftz
Resulting BUA counted as Impervious for main application form
888
ftz
Adjacent BUA directed to PP (AJ
0
ft2 OK
Ratio of A, to Ap
0.00
(unitless)
Flow from pervious surfaces is directed away from PP?
yes
OK
Design rainfall depth
14' Z
in
Permeable pavement surface course type
PICP
Layer 1- Washed aggregate size (ex. No. 57)
4
Layer 1-Aggregate porosity (n)
0.40
(unitless) OK
Layer 2 - Washed aggregate size (ex. No. 57)
6.00
Layer 2- Aggregate porosity(n)
0.40
(unitless) OK
Minimum total aggregate depth for design rainfall (D.)
5.0
in
Drawdown/infiltration time for D.
0.0
days OK
How is 10-yr, 24-hr storm handled?
infiltrated
Aggregate depth to infiltrate 10-yr, 24-hr storm (Drp)
5.0
in
Drawdown/infiltration time of 1G-yr, 24-hr storm
0.16
days
Actual provided total aggregate depth
10.0
in OK
Top of aggregate base layer elevation
10.91
fmsl
Storage elevation of design rainfall depth
10.41
fmsl
Overflow elevation
11.24
fmsl
Bottom elevation at subgrade
9.99
fmsl #REFI
SHWT elevation
5.50
fmsl
Underdrain diameter
0
in
&CEIVED
SEP 10 2015
tAv40'tA4E' in!Wi
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 1 of 3

•
Permit No.
fro be provided by DINO)
Detention Systems (skip forinfilfration systems)
Diameter of orifice
in
Coefficient of discharge (Co)
(unitless)
Driving head (Ha
It
Storage volume discharge rate (through discharge orifice)
ft'/sec
Storage volume drawdown time
days
Pre -development 1-yr, 24-hr peak flow
fa/sec
Post -development 1-yr, 24-hr peak flow
fta/sec
Additional Information
Slope of soil subgrade at bottom of permeable pavement
O.SO
%
OK
Slope of the permeable pavement surface
0.50
%
OK
Construction sequence minimizes compaction to soils?
Yes
OK
Subsoil preparation specified (must select one)
scarified
Meets industry standards for structural requirements?
Yes
OK
Washed stone is specified for the aggregate?
Yes
OK
Required signage specified on plans?
Yes
OK
Number of observation wells provided
1
OK
Distance to structure
9.00
ft
Distance to surface waters
290.00
ft
OK
Distance to water supply well(s)
N/A
It
OK
RECEIVED
SEP 10 29
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 2 of 3

Pat McCrory
Governor
North Carolina Department of Environmental Quality
Donald R.van .der Vaart
Secretary
Arendell Engineers
c/o Mr -Bill -Foreman
105 North I Od' Street
Morehead City NC 28557
Re: Waters Edge CAMA Major Permit No. 39-15
Mr.. Foreman, (Bill):
This letter of. refinement is, in reference to the. September 22, 2015 correspondence email
attachment from, you with Arendell Engineers requesting a modification of Major CAMA Permit No.
3 9- 15 issued to Watersedge Holdings, LLC on March 12, 2015. Permit No. 39-15 authorizes drainage
improvement and the redevelopment of existing roadways, and includes replacing an associated boat
ramp property located.on the north side of the Emerald Drive, on Bogue:Sound in Emerald Isle,
Carteret County, North Carolina.
Your request to deletethe proposed grass swales and drainage piping, and ,increase the
impervious paver area as shown on drawings dated 9/21/2015, on Sheet 03, Proposed Site Plan; and
as per the numbered items listed in your 9/22/201,5 correspondence is hereby authorized. The, current
change shall notincrease the impervious surface of the existing and permitted structures. All permit
conditions including the December 31; 20.18 expiration date still apply and remain unchanged.
Thank you for your time and cooperation in this matter. If you have any questions, please
don't hesitate to contact me in the Morehead City District Office.
cerel
"1
Roy Brownlow
District Manager
Morehead City District Office
Cc: Heather Coats - Majors Permits Coordinator, DC
Josh Edmondson - Town Planner, Town of Emerald Isle
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.ncooastalmanagement.net
An Equal Opporluniy IAfirmative Action.Employer—Made in pad by recycled paper

North Carolina Department of Environmental Quality
Pat McCrory
Governor
Arendell Engineers
c/o Mr. Bill Foreman
105 North 10d' Street
Morehead City NC 28557
Re: Waters Edge CAMA Major Permit No. 39-15
Mr. Foreman (Bill):
Donald R. van der Vaart
Secretary
This letter of refinement is in reference to the September 22, 2015 correspondence email
attachment from you with Arendell Engineers requesting a modification of Major CAMA Permit No.
39-15 issued to Watersedge Holdings, LLC on March 12, 2015. Permit No. 39-15 authorizes drainage
improvement and the redevelopment of existing roadways, and includes replacing an associated boat
ramp property located on the north side of the Emerald Drive, on Bogue Sound in Emerald Isle,
Carteret County, North Carolina
Your request to delete the proposed grass swales and drainage piping, and ,increase the
impervious paver area as shown on drawings dated 9/21/2015, on Sheet 03, Proposed Site Plan; and
as per the numbered items listed in your 9/22/2015 correspondence is hereby authorized. The current
change shall not increase the impervious surface of the existing and permitted structures. All permit
conditions including the December 31, 2018 expiration date still apply and remain unchanged.
Thank you for your time and cooperation in this matter. If you have any questions, please
don't hesitate to contact me in the Morehead City District Office.
Sincererl ,
Roy Bro`w^nloow
District Manager.
Morehead City District Office
Cc: Heather Coats - Majors Permits Coordinator, DCM
Josh Edmondson — Town Planner, Town of Emerald Isle
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nocoastalmanagement.net
An Equal Opportunity IAfimiative Actlan Employer— Made in pal by recycled paper

H1 0 -� 1006
January 24, 2006
118 lots
117 Mobile Homes
40 Mobile Homes are 14' wide
69 Mobile Homes are 12' wide
8 Mobile Homes are 10' wide
Bogue Sound
12.58 Acres
1125 feet of seawall
Watersedge Mobile Home Park

E
WATERSEDGE MOBILE HOME PARK
r.5-30-05
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
ADDRESS
REGISTERED OWNER
MAKE/ID NUMBER
YEAR
WIDTH/LENGTH
300 LU LANE
Donald & Demetris Cumbo
FLEETWOOD
1994
14 X 70
1103 Decatur Road
NCFLP41A28192-VO
Jacksonville NC 28540
301 LU LANE
MARYANNE FLETCHER
KIRKWOOD
1969
12 X 65
1213 STONE RD
K711367
DURHAM, NC 27703
302 LU LANE
TIMOTHY HICKMAN WEBB
TEMP.
1965
10 X 55
RT 1, BOX 282
TI 787
MACCLESFIELD NC 27852-9719
303 LU LANE
LINDA MILLS HURST
PLANTATION
1968
12 X 55
717 PAGE DRIVE
5212808
JACKSONVILLE, NC 28540-4423
304 LU LANE
KEN WAYNE ANDREWS
WOLVERINE
1962
10 X 50
104 BRECKENRIDGE DRIVE
GAW605
KNIGHTDALE NC 27545-9611
305 LU LANE
DIANNE CONWAY PRIDGEN
FLAMINGO
1973
12 X 60
P 0 BOX 233
400997
MAYSVILLE, NC 28555-0233
306 LU LANE
THOMAS MICHAEL CALE &
GREA
1964
10 X 55
TRACY MORRIS CALE
4G46551 OF3N5788
1310 PINE NEEDLES PLACE
GREENVILLE NC 27858-0783
307 LU LANE
SUE MERRIS
NATIONAL
1972
12 X 52
748 MEADOW BRANCH ROAD
12X52M311266
PITTSBORO NC 27312-7059
308 LU LANE
JOHN WILLIAM WRIGHT
NEW MOON
1968
12 X 50
1814 US HWY 601 S
327696
MOCKSVILLE, NC 27028-2890
309 LU LANE
JESSE LEON DUNCAN &
HILLCREST
1972
12 X 60
SHELBY STEELE DUNCAN
HN3359F
3220 CREASON CIRCLE
WALKERTOWN NC 27051-9725
�� Page 1 of 14

WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
ADDRESS
OWNER
MAKEAD NUMBER
YEAR
WIDTHILENGTH
310 LU LANE
HARRY GEORGE KAGEL III &
REMB
1964
10 X 50
ROBIN DENISE KAGEL
C5161
103 Ellington Way
LaGrange NC 28551
311 LU LANE
SANDRA THOMAS WHITEHURST &
HOMETTE
1973
12 X 50
RALPH ALDEN WHITEHURST
MN4520E
1300 GROVES FIELD LANE
WAKE FOREST NC 27587-4217
312 LU LANE
GEORGE MANNING &
LITT
1991
14 X 60
ELVIE MANNING
GMHGA222915000
128 CLIFTON DRIVE
LITTLETON NC 27850
313 LU LANE
DONALD RUDOLPH BLIZZARD
GUARDIAN
1969
12 X 52
6449 HWY 58 N
2520151
STANTONSBURG NC 27833-9409
314 LU LANE
MICHAEL WAYNE CHASE
CONESTOGA
1963
10 X 55
SHARON STOCKS CHASE
552077
2971 GURGANUS ROAD
SNOW HILL NC 28580-8369
315 LU LANE
WALDON W & BRENDA T WARD
CAPE
1979
12 X 64
1621STONEHURST ROAD
GAM12OEO3944018
RALEIGH, NC 27607-4834
316 LU LANE
JAMES EDWIN MCSWAIN &
BRIGADIER
1980
14 X 58
PEGGY PADGETT MCSWAIN
74001
103 QUAIL HOLLOW DRIVE
KINGS MOUNTAIN NC 28086-9401
317 LU LANE
HENRY J & NANCY W BELL
ALL AMERICAN
1978
14 X 60
12300 WALKERS GLEN COURT
AA3NC01 12
CHARLOTTE NC 28273-6829
319 LU LANE
DANNY ROGERS LYLISTON
CAMERON SKYLINE
1974
12 X 50
121 SPRINGWOOD DRIVE
0714495H
WAKE FOREST, NC 27587-9705
Page 2 of 14
I

WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
ADDRESS
OWNER
MAKE/ID NUMBER
YEAR
WIDTH/LENGTH
301 WATERSEDGE DR.
JAMES LAURENS WILKES &,
AMERICAN
1971
12 X 60
DOROTHY HYMAN WILKES
GA072115
810 WARREN AVENUE
CARY NC 27511-4020
302 WATERSEDGE DR.
1 EDWARD KITCHEN &
CONNER
1973
12 X 60
EMILY F KITCHEN
45 KEMP ROAD, EAST
6012N3CKCAI 1/269741
GREENSBORO NC 27410
303 WATERSEDGE DR
MARTY WAYNE COLCLOUGH
REGE
1972
12 X 65
4542-D UZZLE ROAD
LD60122090
ROUGEMONT NC 27572-9699
304 WATERSEDGE DR
DANIEL WILSON DENNING JR &
HAVELOCK
1979
14 X 70
GRACE LEE DENNING
3664AKGT3613
P 0 BOX 575
ANGIER NC 27501-0575
305 WATERSEDGE DR
DORRIS CLINE BROOKS
HAVELOCK
1976
12 X 70
2811 ANDERSON DRIVE
37OFB2841
RALEIGH NC 27608-1505
306 WATERSEDGE DR
ELVIN HENRY FRAZIER JR
HAVELOCK
1979
14 X 70
3020 DEVONSHIRE DRIVE
2664GT3489
RALEIGH, NC 27607-6620
307 WATERSEDGE DR
LOYCE MANUEL DAVIS
FLAMINGO
1979
14 X 60
P 0 BOX 266
13802758
STANTONSBURG, NC 27883-0266
308 WATERSEDGE DR
JAMES JOHN HUDOCK &
OAKWOOD
1989
14 X 76
DEBORAH WALTON HUDOCK
HONC27614CK3220572
2139 WOLF LANE
KINSTON NC 28501-9702
309 WATERSEDGE DR
DANIEL A SAFRIET
OAKWOOD
1991
14 X 64
1037 NORTH MAIN STREET
HONC56414CK3512872
WAKE FOREST NC 27587-8237
Page 3 of 14

WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
ADDRESS
OWNER
MAKE/ID NUMBER
YEAR
WIDTH/LENGTH
310 WATERSEDGE DR
THOMAS FLOYD ADAMS JR
STERLING
1985
14 X 70
1910 HIGHLAND PLACE
SMHNC11016
RALEIGH, NC 27607-3102
312 WATERSEDGE DR
FREDERICK HOWARD ADAMS JR
HAVELOCK
1972
12 X 50
217 RIDGECREEK DR
250FL979
MORRISVILLE NC 27560-7802
314 WATERSEDGE DR
JAMIE ELISHA LANG
MEDALLIN
1973
12 X 70
P 0 BOX 457
9958K
SNOW HILL, NC 28580-0457
316 WATERSEDGE DR
JAMES HEDLEY DAVENPORT &
HILL HILLTOP
1971
12 X 52
JUDY WHITE DAVENPORT
H0451225627
525 GREENRIDGE RD
SNOW HILL, NC 28580-1870
318 WATERSEDGE DR
MARVIN L GREEN &
CONNER
1974
12 X 65
BEVERLY D GREEN
6512N2FDWCS11249
1104 BANCROFT STREET
RALEIGH, NC 27612-4702
320 WATERSEDGE DR
VOGUE
1970
12 X 60
JACK RICHARD POLO
60212FDN598
2053 ROYAL PINES DRIVE
NEW BERN NC 28560-1807
322 WATERSEDGE DR
NEWMAN GALLAWAY PARRIS &
MADISON
1973
12 X 70
EDITH GRIMSLEY PARRIS
4329
4003 BELL STREET
WILSON NC 27893-1136
324 WATERSEDGE DR
ROBERT G MARTIN
NEW TRAILER
324 WATERSEDGE DRIVE
INFO TO FOLLOW
EMERALD ISLE NC 28594-3928
326 WATERSEDGE DR
BOBBY LEE WHITT
MADISON
1973
12 X 65
200 BRACKEN COLT
3656
RALEIGH NC 27615-6101
Page 4 of 14

WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
ADDRESS
OWNER
MAKE/ID NUMBER
YEAR
WIDTH/LENGTH
328 WATERSEDGE DR
HARTWELL HIGHT FULLER JR
HORTON
2004
14x68
P O BOX 142
H181080G
PINETOPS NC 27864-0142
330 WATERSEDGE DR
RICHARD DAN HILL
OAKWOOD
2000
14 X 60
13400 BOLD RUN HILL RD
HONCO3320198
WAKE FOREST NC 27587-8008
332 WATERSEDGE DR
SUSIE MCGEE OLIVER
OAKWOOD
1992
14 X 60
6913 LAKE WHEELER RD
HONC56014CK2515596
RALEIGH NC 27603-4842
334 WATERSEDGE DR
PAUL HENDERSON WALTON JR &
REGAL
1985
14 X 60
EMMA GREEN WALTON
NCFC91 OB3K2F3D7AC
P 0 BOX 75
MORRISVILLE, NC 27560-0075
336 WATERSEDGE DR
DEBORAH A CARTWRIGHT
OAKWOOD
1992
14 X 60
8513 APPLECROSS CIRCLE
HONC07717498
APEX, NC 27502-8627 -
338 WATERSEDGE DR
M SQUARED CONSTRUCTION INC
OAKWOOD
2004
14x70
338 Watersedge Drive
HONC56014CK2615032
Emerald Isle, NC 28594
340 WATERSEDGE DR
ANNIE D. BASS
OAKWOOD
1997
14 x 72
4560 ANNIE LEIGH LANE
HONCO7707414
NASHVILLE NC 27856-9150
342 WATERSEDGE DR
RICHARD ALAN BENNETT
CHAMPION
1973
12 X 65
4842 LAKE WILSON ROAD
233971D5830
ELM CITY NC 27822-8316
344 WATERSEDGE DR
DAVID RAY DORTON
CHAMPION
1974
10 X 55
5112 HUNTINGWOOD DR
234966D6546
RALEIGH, NC 27606-9638
Page 5 of 14

ADDRESS
346 WATERSEDGE DR
348 WATERSEDGE DR
350 WATERSEDGE DR
352 WATERSEDGE DR
354 WATERSEDGE DR
356 WATERSEDGE DR
358 WATERSEDGE DR
360 WATERSEDGE DR
WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
OWNER
LORETTA LLOYD BANNER,
GORDON LENDON JONES JR &
JOAN LLOYD JONES
46 CRABAPPLE LANE
ASHEVILLE NC 28804-1734
JIMMY NELSON CAMPBELL &
KAY NORDAN CAMPBELL
1208 LINTON COURT
CARY NC 27511-5121
WILLIAM SCOTT HAYNES &
SAMANTHA THOMAS HAYNES
509 CLYDE AVE NW
WILSON NC 27893-2333
BEVERLY JANE TAPP &
FLOYD WILVERS
P O BOX 4519
EMERALD ISLE, NC 28594-4519
EDNA COOKE HUNNICUTT &
WILLIAM ARTEMUS HUNNICUTT
1201 DOWLING ROAD
RALEIGH, NC 27610-4421
MICHAEL WARREN FRANKS
8109 ROLLING HILLS DRIVE
RALEIGH, NC 27603-9557
MILTON D SHEARIN &
BOBBY L GUPTON
92 DEREK LEE DRIVE
LOUISBURG, NC 27549-7020
LEWIS WOODARD &
MICHELLE WOODARD
5133 GRASSHOPPER ROAD
RALEIGH NC 27610-9396
MAKE/ID NUMBER YEAR WIDTH/LENGTH
OAKWOOD 2005
HONCO7718343
FISHER 1974 12 X 65
2R64FK31358
PARKWOOD 1965 12 X 60
T357FLRA1825
NASH 1977 14 X 60
CI NCDNA770143DU 103138
PARKWAY 1973 12 X 65
M3652BT7782
OAKWOOD 1994 14 X 70
HONC57014CK2521689
FLEETWOOD 1969 12 X 60
S0486
HAVELOCK 1973 12 X 70
S370FB2053
Page 6 of 14

ADDRESS
362 WATERSEDGE DR
364 WATERSEDGE DR
366 WATERSEDGE DR
368 WATERSEDGE DR
370 WATERSEDGE DR
300 JAMIE CIRCLE
301 JAMIE CIRCLE
302 JAMIE CIRCLE
WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
OWNER
MARY SANDERS NEAL
1209 PARK DRIVE
RALEIGH, NC 27605-1723
SHARON LANE FRANKLIN
5221 WOODBURY STREET, NW
ROANOKE VA 24012-1703
SARA WELLS CARTER &
RALPH MONTGOMERY CARTER
611 CARR STREET
MEBANE, NC 27302-2117
` JEFF BRIDGERS
2615 BEECHWOOD DRIVE
TARBORO, NC 27886-
ROBIN C. HULING
P 0 BOX 4301
EMERALD ISLE, NC 28594-4301
JAMES MICHAEL POLO &
CYNTHIAANN POLO '
115 WALDEN RD
NEW BERN NC 28562-8782
TED LAWRENCE KEITH &
CAROL G KEITH
3013 MT VERNON CHURCH ROAD
RALEIGH NC 27613-7407
JAMES ALAN HEIKKILA
302 JAMIE CIRCLE
P O BOX 5236
EMERALD ISLE, NC 28594-5236
MAKE/ID NUMBER
YEAR
WIDTH/LENGTH
CHAMPION
1972
12 X 60
2329652335
RITZ
1974
12 X 60
M0506702884
TAYLOR
1972
12 X 60
OS60122CD3025T
CONNER
1974
12 X 50
5012N21 KCM1 1785
CONNER 1983 14 X 60
2116
BUDD 1969 12 X 65
BN3512C
OAKWOOD 1994 14 X 80
HONC38014CK3306570
CONNER 1973 12 X 65
5812N3CKN9761
Page 7 of 14

WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
ADDRESS
OWNER
MAKE/ID NUMBER
YEAR
WIDTH/LENGTH
303 JAMIE CIRCLE
ELIZABETH BRITT BRADLEY
TARA
1973
12 X 65
C/o BILL BRADLEY
N6299
3000 GLENBURNIE DR.
RALEIGH, NC 27607
304 JAMIE CIRCLE
RALPH CLARK WEBB &
CAROLINA
1973
12 X 65
LILA DAVIS WEBB
6543
4525 HATCHER LANE N
WILSON NC 27896-8744
305 JAMIE CIRCLE
NEWELL PENDLETON SMITH
HOME
1976
12 X 50
113 AVONDALE COURT
MN2270D
ROCKY MOUNT, NC 27803-1358
306 JAMIE CIRCLE
ARTHUR SANFORD ADAMS
FISHER
1972
12 X 70
2625 S ALSTON AVENUE
R58FK22626
DURHAM, NC 27713-1315
307 JAMIE CIRCLE
CHARLES ADORTH ARNOLD
ROYAL ENGLISH
1973
12 X 64
P 0 BOX 4122
530335
EMERALD ISLE, NC 285944122
308 JAMIE CIRCLE
DELORES C COTTON
CONNER
1973
12 X 48
P O BOX 501
4612N2CKN9797
MORRISVILLE NC 27560-0501
309 JAMIE CIRCLE
CHARLES HERALD HENDERSON
COMMODORE
1967
12 X 44
109 East Wind Lane
1287
Cary, NC
27511
310 JAMIE CIRCLE
JOSEPH PETER KINGREY
CHICKASTA
1969
12 X 60
13105 Townfield Lane
8299X
Raleigh, NC 27614
311 JAMIE CIRCLE
NORMAN FREDERICK BOOTHE &
FLEETWOOD
1993
14 X 70
JUANITA MAE BOOTHE
GAFLN75AI 7108WE
P O BOX 4458
EMERALD ISLE NC 28594-4458
Page 8 of 14

WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
ADDRESS
OWNER
MAKE/ID NUMBER
YEAR
WIDTHILENGTH
312 JAMIE CIRCLE
EVERETTE WAYNE DENNING &
SAND
1994
14 X 70
PEGGY WYNNE DENNING
VAFLR19A37503SP
218 BRIARCLIFF LANE
CARY NC 27511-4509
313 JAMIE CIRCLE
DEBBIE PRESCOTT MURPHY
GUARDIAN
1972
12 X 65
25 HAM TOWN ROAD
14755 -
SNOW HILL NC 28580-8977
314 JAMIE CIRCLE
MELVIN AUTRY SHIRLEY
HOMETTE
1971
12 X 50
1012 E. BIRCHWOOD DRIVE
MN4149E
NASHVILLE, NC27856-1614
315 JAMIE CIRCLE
HILDA DUNCAN
AMERICAN
1973
12 X 60
P O BOX 931
GCO72670
WALKERTOWN NC 27051-0931
316 JAMIE CIRCLE
CAROLE DODSON POOLE &
STERLING
1992
14 X 70
JERRY VANCE POOLE
SHNC920276
5220 FAIROAKS ROAD
DURHAM, NC 27712-2061
317 JAMIE CIRCLE
DANIEL STEPHENSON GOOCH
ARTCRAFT
1969
12 X 69
317 WATERSEDGE DRIVE
ACG2901
EMERALD ISLE N C 28594-3929
318 JAMIE CIRCLE
CARY ALLEN MCMASTERS &
CORO
1993
14 X 70
DORIS Y MCMASTERS
NCFLP4LA25986CO
6993 BOWMAN DAIRY ROAD
LIBERTY NC 27298-9141
319 JAMIE CIRCLE
MARY WARREN HARRIS &
RIVERIA
1974
12 X 65
IRVIN BENJAMIN HARRIS JR
M0404705164
5200 BADHAM PLACE
RALEIGH, NC 27609-4162
320 JAMIE CIRCLE
BOBBY RAY BELVIN &
OAKWOOD
1984
14 X 56
BOBBIE JEAN BELVIN
HFNC16014FK2116765
134 BENNETT PLACE
CLAYTON NC 27520-4505
Page 9 of 14

WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
ADDRESS
OWNER
MAKE/ID NUMBER
YEAR
WIDTH/LENGTH
321 JAMIE CIRCLE
ALBERT VINCENT GOSZTYLA
LASALLE
1972
12 X 70
2112 WOODLAND AVE
C572270S2391
RALEIGH, NC 27608-2255
322 JAMIE CIRCLE
DENNIS LEE SATTERFIELD
CAMERON
1973
12 X 60
124 BILLIE SUE DRIVE
C7141441G
WINSTON-SALEM NC 27104-4801
323 JAMIE CIRCLE
DONALD SYLVESTIA CARVER SR
COBURN
1973
12 X 65
2908 EGYPT ROAD
N6356
PROSPECT HILL, NC 27314-9539
325 JAMIE CIRCLE
CALVIN GILMER MCMILLAN &
FLAMINGO
1986
14 X 70
OLNEA MABE MCMILLAN
13812555
405 YOUNGER ROAD
ROXBORO NC 27573-5157
327 JAMIE CIRCLE
LONNIE WAYNE CRAWFORD
CONNER
1973
12 X 40
2319 FRANKLIN DR
4012N21KN9180
WINTERVILLE NC 28590-9179
329 JAMIE CIRCLE
KATHY M REED &
OAKWOOD
1992
14 X 60
LONEY D REED
HONC56014CK2514311
105 NORTHPOND LANE
WINSTON SALEM NC 27106
331 JAMIE CIRCLE
AMY HUDOCK
CHAMPION
1971
12 X 60
2806 Pickett Street
231992DI907
COLUMBIA SC 29205
333 JAMIE CIRCLE
THOMAS ELWIN YORK &
OAKWOOD
1994
14 X 70
DORIS ARRINGTON YORK
HONC77014CK2700350
6821 OLD 421 ROAD
LIBERTY NC 27298-8300
335 JAMIE CIRCLE
JAMES PHILPOT SWINDELL
VOGU
1994
14 X 80
214 HARBOUR CREEK DRIVE
NCFLR4LA31206VO
CARY NC 27511
Page 10 of 14

ADDRESS
337 JAMIE CIRCLE
339 JAMIE CIRCLE
341 JAMIE CIRCLE
300 COURTNEY COURT
301 COURTNEY COURT
302 COURTNEY COURT
303 COURTNEY COURT
304 COURTNEY COURT
305 COURTNEY COURT
WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
OWNER
BARBARAJ.MAURER
300 SHORELINE DRIVE
NEW BERN NC 28562-9522
GRADY FREDERICK LAMM
3006 ANDERSON ROAD
WILSON, NC 27896-8911
LEONARD DOUGLAS CARTER &
MYRTLE WORRELL CARTER
2917 STEEPLE CHASE ROAD
WILSON, NC 27896-8788
CHARLIE PRICE DOWTIN
2381 NORTH NC 581
SPRING HOPE, NC 27882-8215
DONALD PATRICK BRASWELL &
SHELBY STRICKLAND BRASWELL
905 KEITH ROAD
KNIGHTDALE NC 27545-8400
DARRIN HOWARD
2000 GARRETT DRIVE
WILSON NC 27896-1584
DIANE HARMON LAMONT
11116 FARMWOOD DRIVE
RALEIGH NC 27613-6823
ELBERT OAKLEY JR &
CAROLYN PLOTT OAKLEY
900 EAST D STREET
BUTNER NC 27509-2112
LINWOOD HARPER DAVIS JR &
DEBRA RIDENHOUR DAVIS
504 CALIFORNIA DRIVE
SNOW HILL NC 28580-9600
MAKEIID NUMBER
YEAR
WIDTH/LENGTH
SADD
1994
14 X 70
VAFLP19A35340SB
DOLPHIN
1973
12 X 65
Al172260S6206
OAKWOOD
1976
12 X 60
B58CK26330
REDMOND 1974 12 X 65
13800258
HORTON 1987 14 X 67
H57701 G
VILLAGER 1966 12 X 55
V1017
HORTON 1992 14 X 66
H95884G
CONNER 1968 12 X 50
5012N2FK2972
GRANVILLE 1974 12 X 65
13800246
Page 11 of 14

ADDRESS
306 COURTNEY COURT
307 COURTNEY COURT
308 COURTNEY COURT
309 COURTNEY COURT
311 COURTNEY COURT
313 COURTNEY COURT
315 COURTNEY COURT
317 COURTNEY COURT
WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
OWNER
HAZEL STEPHENS MARKHAM &
BASWELLHENDERSON MARKHAM
1007 JAMES STREET
APEX NC 275.02-2137
EARLINE MATTIE BOWDEN &
RAY EDWARDA BOWDEN
2004 ARDMORE AVENUE
CHESAPEAKE VA 23324-1908
JOHN DAVID BRADSHER
204 S MORGAN STREET
ROXBORO, NC 27573-5222
ELTON WAYNE LAMM
304 EMERSON DRIVE
ROCKY MOUNT NC 27803-2236
RANDALL LEE WILLIS
1203 BROOKSIDE DR NW
WILSON NC 27896-2136
ROBERT & DORIS WARD
PAUL & MICHELLE TAYLOR
P O BOX 1231(27216-1231)
2205 WOODRIDGE COURT
BURLINGTON, NC 27215-5366
HENRY TIMOTHY BOYKIN
7330 BOYKIN ROAD
SIMS, NC 27880-9473
JANET H HOBBS &
RONALD S HOBBS
201 TRELAWNEY LANE
APEX, NC 27502-8924
MAKE/ID NUMBER YEAR WIDTH/LENGTH
CHAN 1996 14 X 70
JACFL1 6754
GREA 1968 12 X 60
4HB6012F3NI1172
HORTON 2004 14 X 66
H180108G
CAPELLA 1969 12 X 60
60128376
ADVA 1975 12 X 65
12X65G3BR28768
MASCOT 1972 12 X 60
6523146
CONNORS 1975 12 X 50
4012N21 KCM1 1850
GUAR 1969 12 X 60
2600102
Page 12 of 14

WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
ADDRESS
OWNER
MAKE/ID NUMBER
YEAR
WIDTH/LENGTH
319 COURTNEY COURT
Warren & Susan Jones (1/5/05)
MONTEREY
1971
12 X 60
607 West Academy Street
60124082
Fuquay-Varina, NC 27526
321 COURTNEY COURT
GORDON A DEJARNETTE &
TAYLOR
1974
12 X 65
GARYSON D THOMPSON
MD65123CK1 6753
506 LAKESIDE DRIVE
GARNER, NC 27529-4215
323 COURTNEY COURT
WAYNE GOODPASTURE
STYLECRAFT
1972
12 X 60
60 BRYANT ROAD, APT. 7
506712741
ROANOKE, VA 2401.9-
325 COURTNEY COURT
EDGAR FLETCHER MANGUM
KENTUCKIAN
1966
12 X 56
4504 WENCHESTER PLACE
K6930
RALEIGH NC 27612-3932
301 HUNTER CIRCLE
GERALDMILLER
HOMETTE
1970
12 X 50
DONITA MILLER
MN21250
3617 LITCHFIELD DRIVE
ROCKYMOUNT, NC 27803-1157
303 HUNTER CIRCLE
ERNEST & SHARON POLING
DYNA
2003
14X60
PP O BOX 617
H817504G
MACCLESFIELD NC 27852-061
305 HUNTER CIRCLE
GEORGE WATTS DEZERN &
NASH
1958
8 X 40
DIANNA CARTER SOMERSETTE
1 M25846
539 MEADOW BRANCH ROAD
PITTSBORO NC 27312-7057
307 HUNTER CIRCLE
LINDA GREEN TERRY
CASTLE
1969
12 X 50
P 0 BOX 595
6244
CREEDMOOR NC 27522-0595
309 HUNTER CIRCLE
B W TUCKER &
GULF
1985
14 X 55
BERNICE L TUCKER
TWINCGS12314
625 COLONIAL DRIVE
STATESVILLE NC 286625-4405
Page 13 of 14

WATERSEDGE MOBILE HOME PARK
309 EMERALD ISLE DRIVE
EMERALD ISLE NC 28594
ADDRESS
OWNER
MAKE/ID NUMBER
YEAR
WIDTH/LENGTH
311 HUNTER CIRCLE
LEO SPENCER RUDDER &
CONNER
1968
12 X 50
MARYJEANETTE RUDDER
5012N2FK2597
521 N. MELVILLE STREET
GRAHAM, NC 27253-2327
313 HUNTER CIRCLE
JAMES ROGER MORTON &
CONNOR
1970
12 X 50
ROYCE CECILIA MORTON
4212N21 KCA4971
313 HUNTER CIRCLE
EMERALD ISLE NC 28594-3933
315 HUNTER CIRCLE
WILLIAM ROYAL MCDONALD JR
PARKWAY
1968
12 X 60
JANET F MCDONALD
M260FBT4200
1009 SPANISH MOSS LN
GARNER NC 27529-7428 .
Page 14 of 14

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
March 10, 2015
Mr. Bobby Whitt
Watersedge Holdings, LLC
200 Bracken Court
Raleigh, NC 27612
Subject: Request for State Stormwater Management Permit Application
Watersedge MHP Drainage and Pavement Improvements
Carteret County
Dear Mr. Whitt:
On January 14, 2015, the Wilmington Regional Office received notification that the subject proposed requires a CAMA Major
Permit. The North Carolina Administrative Code requires any project that proposes more than 10,000 square feet of new built -
upon area, or is part of a larger common plan of development, or that must receive Sedimentation and Erosion Control Plan
approval for the disturbance of more than 1 acre, or that must receive a CAMA Major permit, to apply for and receive a
Stormwater Management Permit from the Division of Energy, Mineral and Land Resources. Please understand that the
NPDES 010000 Federal Construction Stormwater Permit that is issued with the Erosion Control Plan approval letter is NOT
the same as a Coastal Stormwater Management Permit. Any construction on the subject site, prior to receipt of the required
Coastal Stormwater permit, will constitute a violation of 15A NCAC 21-1.1000 and may result in appropriate enforcement action
by this Office.
Therefore, either a Stormwater Permit Application Package including 2 sets of plans, completed application form, fee, and
supporting documentation, or a written response regarding the status of this project and the expected submittal date, must be
received in this Office no later than May 10, 2015. Failure to respond to this request may result in the initiation of enforcement
action, and construction may experience a subsequent delay. If the project is located within the jurisdiction of any local
government holding an NPDES post -construction stormwater permit issued by the Division of Energy, Mineral and Land
Resources, please contact that unit of local government and submit the stormwater application to them.
If you have any questions, please call me at (910)-796-7343 or email me at [e-mail].
Sincerely,
�i> )&"
Linda Lewis
Environmental Engineer III
GDS/arl: GAWQIShared1StormwaterlPermits & Projects0ormSub12015 03 stormsub_CA_Watersedge MHP
cc: Town of Emerald Isle Building Inspections
Bill Forman; Arendell Engineers
Division of Coastal Management
Wilmington Regional Office Stormwater File
RECEIVED
MAR 19 2015
Division of Energy, Mineral, and Land Resources Pgm-mw..9 CITY
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax [phone]

North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
March 12, 2015
Watersedge Holdings, LLC
200 Bracken Court
Raleigh, N.C. 27612-6101
Dear Sir or Madam:
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -
colored form) is retained by you and it must be available on site when the project is inspected for
compliance. Please sign both the original and the copy and return the copy to this office in the enclosed
envelope. Signing the permit and proceeding means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, (919) 733-
2698 within twenty (20) days of this decision on your permit. You should also be aware that another
qualified party may submit an objection to the issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance requires additional approval. Please read your permit carefully prior to starting work and review
all project plans, as approved. If you are having the work done by a contractor, it would be to your benefit to
be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may contact
Department personnel at any time for assistance. By working in accordance with the permit, you will be
helping to protect our vitally important coastal resources.
Enclosure
Sincerely,
V. /V.
Douglas V. Huggett
Major Permits and Consistency Manager
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity lAffirmaliveAction Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
March 12, 2015
Dear Mr. and Mrs. Lang,
Donald R. van der Vaart
Secretary
Thank you for your email concerning the Coastal Area Management Act (CAMA) major permit
request submitted by Watersedge Holdings, LLC requesting authorization to rehabilitate an
existing boatramp and conduct drainage improvements 3200 Emerald Isle Drive, Emerald Isle,
Carteret County. The Division appreciates your concerns about the proposed project.
The Coastal Area Management Act permit review process involves a coordinated state and
federal review of each permit application, with all review agency comments considered by the
Division before final action is taken on a permit application. In this case, no inconsistencies with
the Coastal Area Management Act were identified as a result of this review. Consequently, the
Division has issued a Major Permit No. 39-15 for the proposed activity. A copy of the permit is
being provided to you for your information.
If you wish to object to the actions taken on this permit application, you may request an appeal
of this decision within twenty (20) days of the permit decision. If you would like copies of the
appropriate appeal forms or should you like to discuss the specifics of the process, please contact
me by telephone at [phone], or by email at [e-mail].
Sincerely,
41r1�
Jonathan R. Howell
Asst. Major Permits Coordinator
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] k Internet: www.ncdenr.gov
An Equal Oppodunity 1 Affirmative Acton Employer— Made in part by recycled paper

February 13, 2015
Roy Brownlow, District Manager
NC Division of Coastal Management
Morehead City, NC
Dear Mr. Brownlow,
I am a resident of 314 Watersedge Drive and a shareholder of Watersedge Holdings, LLC. The Board of Directors
have submitted an application to CAMA for a major drainage project to take place in our park. Many concerns arise
from this potential project.
I would like to say "Thank -You" to you and your staff for being so considerate with our Park in the past. On several
occasions we have had to ask you for help. Those questions have always been answered very professionally. We
have nothing but praise for your office and employees.
My concerns put safety first. Swalel #1 will run through our area at 314 Watersedge Drive and our neighbor at 316
Watersedge Drive there is a cedar tree at the front next to Watersedge drive, in order not to damage that tree that
will push the swell over close to our home. Therefore running straight through and dividing our area, making the
area pretty much unusable. Where the decks are located there is 12 ft between the 2 decks. With a 10 ft. wide
swell, that leaves 1 ft. of flat ground to get from the front to sound side of our deck. I am 79 years old and my wife
is 75 with failing stability and balance this seems to be very unsafe. Also we have grandchildren that play in the
area where the swell #1 and the level spreader are proposed this could also be very dangerous. Health wise it
seems the Level Spreader will be a catch basin for all sorts of insects, rodents, debris, and invasive vegetation.
In addition to these other serious concerns are
1. Maintenance of swale, level spreader, and rip rap check dam areas.
2. Loss of parking due to proximity of swell # 1.
3. Loss of recreation due to location of swale and level spreader area.
4. Loss of alternate septic field repair area for our lot and our neighbor's lot.
5. Design distributes water from many areas of the park to Swalel #1 into which will dump excessive
amounts of storm water into sensitive shellfish areas, as well as will create a ponding effect between 314
and 316 Watersedge Dr.
6. We are concerned about this project compromising the integrity of the seawall.
In closing, approval of this project as designed will negatively affect "our" property values, the use of recreation
areas. As a past board member of Watersedge I am all about about making the park the best place it can be. The
details of this project have not been fully explained to the residents and shareholders and there are many concerns
among those that understand the complexity of this project. This project as it is designed has too many negative
effects on our park and residents. Please consider these comments and concerns before approving a permit to
proceed with this project.
Thankyou
Jamie and Linda Lang

DCM Coordinator: / Permit #: /-/-r
MAILING DISTRIBUTION SHEET
Permitee:�[/_l t s�(c
Agents:
DCM Field Offices
Elizabeth City
(S (with revised work plan drawings)
orehead
V76-s-T ington
Wilmington
US ACOE Offices:
Washington:
Ralei land
Wilmington:
ler Crumble
Cultural Resources:
Renee Gledhill -Early or vironmental.review@ncdcr. v)
Public Water Supply:
Zi
Joey White (WARD)
NC DOT:
en Pac .
Shellfish Sanitation:
atti Fow e
State Property:
' Walt .�
Water Resources:
Ralei %`
John Hennessy (NC DOT)
Washington: Anthony Scarborough
Wilmington: -
Chad Coburn - 401
Linda Lewis - Stormwater
Wildlife Resources: M �(WARO)
LPO:
Fax Distribution: Permitee
Agent #:_

development that does not
involve the filling or
excavation of any wetlands
or open water areas
1114,
111. For Development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if
A,B,C, or D below applies
Al
led
MV
commercial development,
if General Water Quality
Certification No. 3490 (See
attached) can be applied
10
if �il
ie
Quality Certification No.
3490 (See attached)
cannot be applied
Check
Amount$ Project Name:

�1
RECEIVED
OCT 0 B 2N
DCM-MHD CITY
Prepared by C. R. Wheatly, III, Attorney, Beaufort, NC 28516
NORTH CAROLINA Parcel 015-32C-1-1
<4^
CARTERET COUNTY
THIS DEED, made this 23 day of January b.
1995, by and between Block 51 Partnership, a ,-0 partnership
consisting of William D. Singleton and James A. Singleton, III, 14�`
hereinafter referred to as "Grantor" and Watersedge Corporation, a
y`
North Carolina Corporation, with an office at �y
PO Box 457. Snow Hill. NC 28580 F
----�_, hereinafter referred
to as "Grantee";
W I T N P S S E T H•
That the Grantor, for a valuable consideration paid by
the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land
situated in White oak Township, Carteret county, North Carolina
and being more particularly described as follows:
Being the site of Watersedge Mobile Home Park,
and BEGINNING at a railroad spike in the
northern right of way line of N.C. Highway 58,
said spike being in the dividing line between
Block 14 and 15 of Emerald Isle by the sea,
said spike being also located N 4-27 W, 437.52
feet from the now or former location of U.S.C.
i G.S. Monument "Emerald 1962"; thence from
said point of beginning and with the northern
right of way line of N.C. Highway 58, N 89-05
W. 12.55 feet to a Railroad Spike; thence N 4-
27 147if0.0 feet to an iron pipe; thence N 87-
03-50 W, 80.49 feet to a point; thence S 2-00
E, 112.50 feet to a P.K. Nail in the northern
right of way line of N.C. Highway 5a; thence
with said right of way line, N 89-05W
1,018.64 feet to a point in the west line of
Block 15; thence with said line N 4-40 W,
339.25 feet to the waters of Bogue sound;
thence with the waters of Bogue Sound the
following twelve (12) courses and distances:

Alp
N 53-06-40 E, 73.47 feet; N 41-02-35 E, 79.22
feet; S 71-38-35 E, 86.52 feet; N 74-46-30 E,
128.14 feet; S 85-29-55 E, 172.14 feet; N 71-
12-15 E, 115.55 feet; N 79-30-40 E, 65.10
feet; S 46-32-45 E, 23.86 feet; N 85-47-30 E,
142.67 feet; N 38-06-45 E, 41.51 feet; S 83-
59-50 E, 125.56 feet; S 65-37-15 E, 150.09
feet to a point in the dividing line between
Block 15 and Block 14 of "Emerald Isle by the
Sea"; runs thence with said dividing line S 4-
27 E, 454.I feet to the point of BEGINNING.
containing 12 acres more or less.
Together with a non-exclusive easement for
ingress, egress and regress, said easement
being 12.5 feet in width, being adjacent to
and east of the block line between Block 14
and Block is, Emerald Sala by the Sea, North
of N.C. Highway 58, (Emerald Drive), which
easement is more particularly described as
follows:
BEGINNING at a railroad spike at the
intersection of the northern right of way line
of N.C. Highway 58 (Emerald Drive) and the
block line between Block 14 and Block 15,
Emerald Isle by the Sea, said spike being also
located N 4-27 W, 437.52 feet, from the now or
former location of u.s.c.6G.s. Monument
"Emerald-1962m; thence from said beginning
point and with block line between Block 14 and
Block 15, N 4-27 W, 396.67 feet to a point;
thence N 85-33 E, 12.5 feet to an iron spike;
thence S 4-27 E, 397.85 feet to a P.K. Nail in
the northern right of way line of N.C. Highway
58; thence with said right of way line N 89-05
W, 12.55 feet, to the point of BEGINNING.
It is further agreed and understood that there
are currently trailers in the above referenced
easement area. It is agreed that these
trailers may remain in this easement area
until such time as Grantors have notified
Grantees of their intent to use same, at which
time said trailers must be -removed out of said
easement area within thirty days from the date
of said notice.
Grantor does hereby grant a non-exclusive
easement to Grantee for the existing septic
tank lines leading from the trailers located
on the above described tract, for its
BOOK___-2_S1 PAGE 4,1_La _
RECEIVED
OCT 06 2014
DCWMHD CITY

continued use of the septic tank which is
located on the property of. Grantor.
It is further agreed that Grantor has the
Option, in its sole discretion, to terminate
said easement by constructing two septic tanks
on the property herein conveyed to Grantee to
serve said trailers, and once said septic
tanks are installed and said trailers are
connected thereto, then Grantee's right to
continue to use the septic tank on the
property of Grantor shall be terminated.
It is further agreed and understood that
Grantee shall immediately contact the Carteret
County Health Department and make application
to install septic tanks on their own property,
so that they will no longer have to use the
septic tank which is on the property of
Grantor. That Grantee will apply for the
necessary permits to re -locate from the
property of Grantor. When Grantee receive
said permission and/or permit from the
Carteret County Health Department, and will
immediately re -locate, so that they are not on
'tn o y o ran or, and will do so w' in f� from the data of this agreemen..
It is further agreed and understood that, once
they have re -located, Grantor will pay to
Grantee the sum of �5
held in escrow. 0� OD,DD which is being
It is further agreed and understood that
Grantee will notify Grantor of any and all
action it takes with the Carteret County
Health Department, and will send copies of
every document to Grantor.
It is further agreed and understood that
should the Carteret County Health Department
refuse to issue said permit, then Grantee may
continue to use said septic tank untilsuch
time as it has been deemed that it is no
longer serviceable, and when so deemed, this
easenent shall terminate.
It is further agreed and understood that, once
the septic.. tanks are re;. ,4Aated Grantee agrees .hat it Will further re -locate all water
lines, so that. they will no longer be located
on the property of Grantor. However, until
such time, said water lines are relocated,
1300K--2PAGE:;_
RECEMED
OCT 0 0 2014
DCM-MHD CITY

4
Grantor does further grant unto Grantee a non-
exclusive easement for any and all water lines
and meters which would cross the property of
Grantor and would serve the demised premises,
as same are currently located on said
property.
It is further agreed and understood that
Grantor reserves unto itself, a non-exclusive
easement for ingress, egress and regress which
will be appurtenant to property owned by
Grantor, for the following described tract of
land:
BEGINNING at the southeast corner of the
herein demised premises as evidenced by the
railroad spike hereinabove set forth, and
running with the northern right-of-way of N.C.
Highway 58, N 89-05 W, 12.55 feet to a point;
thence from said point d a=17 W, 110 feet to a
point; thence from said point N 85-I1 E, 12.5
feet to the dividing line between Block 14 and
Block 15 of Emerald Isle By the Sea; running
thence from said point S 4-27 E, 110.77 feet
to the POINT OR PLACE OF BEGINNING.
See map entitled "Survey for Watersedge
Corporation", dated January 17, 1995, prepared
by Powell Surveying Company, which map is
recorded in Map Book a4Z , Page 2_1,
Carteret County Registry, which map 1s
incorporated herein by reference.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land
land all privileges and appurtenances thereto belonging to the
Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor
is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and
clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons
whomsoever except for the exceptions hereinafter stated.
RECEIVED
OCT 06 2014
DCM-MHD CITY

5
The designation Grantor and Grantee as used herein shall'
include said parties, and shall include singular, plural,
masculine, feminine or neuter as required by context.
IN WITNESS WHEREOF, the Grantor has hereunto set his
hand and seal, or if corporate, has caused this instrument to be
signed in its corporate name by its duly authorized officers and
its seal to be hereunto affixed by authority of its Board of
Director, the day and year first above written.
BLOCK 51 PARTNERSHIP
BY: 4/✓.CCtO/ 4- YJ.er.OLJLa^J. (SEAL)
lli—lam D. Single n
General Partner
nn
BY: f_Cn•,z /.i �':... (SEAL)
dames A. S ngleton, III
General Partner
STATE OF NC
11COUNTY OF Carteret
I, Shelly S. Rosenbalm , Notary Public of the
county and State aforesaid, certify that William U. singleton
,personally appeared before me this day and acknowledged the due
execution of the foregoing document.
WITNESS my hand and notarial seal this the 23 day of
January , 1995. .-. __•pnnupe._
Imy Commission Expires: w/ �r•'�V
6/29/97
600K--Z-0 pAG G.
RECEIVED
OCT 06 tote
DCM-MHD CITY

6
STATE OF NC
COUNTY OF Carrarer
I, Shelly S. Rosenbalm , Notary Public of the
County and State aforesaid, certify t at James A. Singleton, III
personally appeared before me this day and acknowledged the due
execution of the foregoing document.
WITNESS my hand and notarial seal this the 23rd day of
InnuarY 1995.
c
My Commission Expires: 6/29/97
NORTH CAROLINA
CARTERET COUNTY
Z f;1r
ew9
0_CJ ; t fiCate (5) Cf
.for regis�t� /atian and recorded in this office in Book_,
Page
2 r-This the �,7u' day, of �[ GZ.,c..,J 19 ,
at .J YJ TOC)J
I----
M.
SHARON PINER
RREGISTER OF DE"'DS \
'Ass1'3CanY., Deputy
I adamatf2\deed. wee
RECEIVED
OCT 0 6 ?B14
DCM-MHD CITY

Bennett, Ronda
From:
Legals <[e-mail]>
Sent:
Monday, January 12, 2015 1:06 PM
To:
Bennett, Ronda
Subject:
Re: Public Notice
This ad is set and scheduled to run on January 14, 2015
in the amount of $ 49.08.
Proof:
NOTICE OF RUNG OF
APPLICATION FOR CAMA
MAJOR DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS 11M-119(b) that application for a development permit In an Area of Environmental Concern as designated underthe
CAM was received on 1=0114. According to the application, Watersedge Holdings, LLC applied for a permit forte rehabilitation of wads and boat ramp, and construction of stormvater wales, at Watersedge Mobile
Home Park, Emerald Isle, Carteret County.
A copy of the enure application may be examined or copled at the offcs of Roy Brownlow, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC. (252) 8082808 during normal
business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue, Morehead City, N.C. 25557, prior to 2 15, will be considered in making the permit dedslon. Later comments will
be accepted and considered up W the time of permit decision. Pooled modincabon may occur based on review and comment by the public and state and federal agenues. Notice of the Permit decision in Nis matterwill be
provided upon written request
J14
On Jan 12, 2015, at 11:29 AM, Bennett, Ronda wrote:
Legal Advertisement Section
Re: Public Notice — Watersedge Holdings, LLC; 3200 Emerald Drive, Emerald Isle
To Whom It May Concern:
Please publish the attached Notice in the 1/9/15, issue of the Carteret News Times.
1/6/2015
The State Office of Budget and Management requires an original Affidavit of Publication prior to payment for
newspaper advertising. Please send the affidavit, an original copy of the published notice, and an original
invoice to Arthur Stadiem, NC Division of Coastal Management, 400 Commerce Avenue, Morehead City,
North Carolina 28557, Telephone [phone].

Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Morehead City office.
Sincerely,
Roy Brownlow
District Manager
Enclosure
cc: Jonathan Howell, Assistant Major Permits Coordinator

NOTICE OF FILING OF
A PPLICATION FOR CAMA
MAJOR DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS 113A-
I I9(b) that application for a development permit in an Area of Environmental Concern as designated under the
CAMA was received on 12/30/14. According to the application, Watersedge Holdings, LLC applied for a
permit for the rehabilitation of roads and boat ramp, and construction of stormwater swales, at Watersedge
Mobile Home Park, Emerald Isle, Carteret County.
A copy of the entire application may be examined or copied at the office of Roy Brownlow, NC Division of
Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, [phone] during normal
business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce Avenue,
Morehead City, N.C. 28557, prior to 2/3/15, will be considered in making the permit decision. Later comments
will be accepted and considered up to the time of permit decision. Project modification may occur based on
review and comment by the public and state and federal agencies. Notice of the permit decision in this matter
will be provided upon written request.
PUBLISHED ON: 1/14/15
*E-Mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties unless the content is exempt by statute or other regulation.*

<image002.jpg>
Please visit www.nccoastalmanalZement.net to subscribe to Coastal Management's quarterly newsletter, the
CAMAgram.
<image002.jpg><BenneU Ronda.vcfl
RRRRRRRRRRRRRRRR
Judy Allred
Legal Assistant — Carteret County News -Times
4206 Bridges Street I Morehead City, NC 28557
Phone: [phone] ext. 207 1 Fax: [phone]
Leoals(a7TheNewsTImes.com — www.CarolinaCoastOnline.com

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NCDENR
North Carolina Department of Environment and Natural ResounDes
Pat McCrory
Governor
Legal Advertisement Section
Re: Public Notice — Watersedge Holdings, LLC; 3200 Emerald Drive, Emerald Isle
To Whom It May Concern:
Please publish the attached Notice in the 1/9/15, issue of the Carteret News Times.
Donald R. van der Vaart
Secretary
1/6/2015
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published notice,
and an original invoice to Arthur Stadiem, NC Division of Coastal Management, 400 Commerce Avenue,
Morehead City, North Carolina 28557, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Morehead City office.
^Sincerely, Q
1L �yat (<Z
Roy Brownlow
District Manager
Enclosure
cc: Jonathan Howell, Assistant Major Permits Coordinator
400 COmmece Am, VmftM city, NC 2857
IPM1we.2521W28089FAX .[phone]M Mmmet.mmm¢cnastalmvanWmoentad
A EruGd'Opportmtgu Aitnafl o-Actam Emtplbyer

NOTICE OF FILING OF
A PPLICATION FOR CAMA
MAJOR DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that application for a development permit in an Area of Environmental Concern as
designated under the CAMA was received on 12/30/14. According to the application, Watersedge
Holdings, LLC applied for a permit for the rehabilitation of roads and boat ramp, and construction of
stormwater swales, at Watersedge Mobile Home Park, Emerald Isle, Carteret County.
A copy of the entire application may be examined or copied at the office of Roy Brownlow, NC Division
of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, [phone] during
normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, N.C. 28557, prior to 2/3/15, will be considered in making the permit decision.
Later comments will be accepted and considered up to the time of permit decision. Project modification
may occur based on review and comment by the public and state and federal agencies. Notice of the
permit decision in this matter will be provided upon written request.
PUBLISHED ON: 1/14/15

Narth +Car fine Departr�rrent:of Erruiranman! t and netur r9 ;Resmtmes
Pit i119cGrary IDanaid R. van der'1/aarf
Governor Secretary
January 12, 2015
Watersedge Holdings, LLC
c/o Arendell Engineers
Bill Foreman, P.E.
105 North 10 s Street
Morehead City, NC 28557
Dear Mr. Foreman:
The NC Division of Coastal Management hereby acknowledges receipt of your application for State
approval for development of Watersedge, LLC property located on Bogue Sound in Carteret County. The
site is at 3200 Emerald Drive in Emerald Isle, Carteret County. The application was received as complete
on 12/30/14, and appears to be adequate for processing at this time. The projected deadline for making a
decision is 3/16/15. An additional 75-day review period is provided by law when such time is necessary
to complete the review. If you have not been notified of a final action by the initial deadline stated above,
you should consider the review period extended. Under those circumstances, this letter will serve as your
notice of an extended review. However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from 12/30/14, you may request a meeting
with the Director of the Division of Coastal Management and permit staff to discuss the status of your
project. Such a meeting will be held within five working days from the receipt of your written request
and shall include the property owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the
property of your proposed development. You should post this notice at a conspicuous point along your
property where it can be observed from a public road. Some examples would be: Nailing the notice card
to a telephone pole or tree along the road right-of-way fronting your property, or at a point along the road
right-of-way where a private road would lead one into your property. Failure to post this notice could
result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify me in
writing if you wish to receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
Roy Brownlow
District Manager
cc: Jonathan Howell, Assistant Major Permits Coordinator
Watersedge Holdings LLC, Applicant
4W Carrmcans Ave, 17&a'L—.d04N:CZ`1SR
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FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFF ICEH BELOW;
Roy Brownlow
Division of Coastal Management
400 Commerce Avenue
Moaehead City, NC 23557
[phone] east 217

■ Complete items 1, 2, and 3. Also complete A
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you. E
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to
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2. Article Number
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PS Form 3811, July2013
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3. Service Type
KCertiied Mail® ❑ Priorlty Mail Express"'
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ Collect on Delivery
4. Restricted Delivery? (Sidra Fee) ❑ Yes
0000 4786 3626
Domestic Return Receipt

UNITED STATE%pf,'%�g�a`"vi E First -Class Mail
Post
W. 274 USPS e & Fees Paid
2-4 DEC ,114 Permit No. G-10
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item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1 1. Article Addressed to:
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Registered ❑ Return Receipt for Merchandise
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4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7014 0150 0000 4787 1393
(franster from service labeo
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DIVISION OI A' iv MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Watersedge Holdings, LLC
2. LOCATION OF PROJECT SITE: Watersedge Mobile Home Park
Photo Index - 2006: 38-8072 grids (G14-15)(1-114-15)(I14-15)
State Plane Coordinates - X: 265414.69 Y: 34926.77
Longitude: 76° 57'47.22" Latitude: 34° 40' 38.24"
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—5/12114
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received—10/06/2014
Application Complete- 12/18/2014
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Emerald Isle dated 2/12/09
Land Classification from LUP — Mixed Residential
(B) AEC(s) Involved: EW, PTA, CS
(C) Water Dependent: Yes — Boat Ramp, High Ground - No
(D) Intended Use: Private Community
(E) Wastewater Treatment: Existing — On site septic
Planned - None
(F) Type of Structures: Existing —18 docks, 1 boat ramp, 119 mobile homes
Planned — Replace existing boat ramp.�sv`�`S
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water (boat ramp) 60ft' %ftz
S 3(B) Total Area Disturbed: 82,000ft2 (1.88 acres)
(C) Primary Nursery Area: No
o� (D) Water Classification: SA - ORW Open: Yes
8. PROJECT SUMMARY: The project proposal consists of road paving, resurfacing and
drainage improvements to the existing roads; replacement of 24 existing mobile homes;
the construction of vegetated stormwater swales; and rehabilitation of the existing boat
ramp.

�; P-
Watersedge Holdings, LLC.
Page 02
9. Narrative Description
Watersedge Mobile Home Park community is located in the Town of Emerald Isle,
Carteret County. The property address is 3200 Emerald Drive, located on the north side of
Hwy 58 near the 15.2 mile marker. This parcel is bordered on the west by single-family
residential properties, to the east by vacant residential lots, an existing commercial parcel
(NE quadrant of the area), and another mobile home community further to the east. The
property is bordered on the north by Bogue Sound and to the south by Hwy 58, Emerald
Drive.
Watersedge Mobile Home Park was historically developed in the 1980's as a residential
development with manufactured homes, paved roads, driveways and parking areas, and
accessory structures. All of these historically developed areas can be credited as previously
existing impervious surfaces at 29.80% (163,313ft2) of the total tract. Watersedge MHP is
a 12.58 acre tract, has a shoreline length of 1,430 linear feet and is an average of 8' above
NHW. Presently there are 18 existing docks extending off this parcel. There is an existing
riprap sill located waterward at the toe of the coastal wetlands and an existing timber and
vinyl bulkhead located landward of the coastal wetlands. There is an existing community
concrete boat ramp, 575ft2 above the normal high water level and an existing covered, but
unenclosed, concrete pad/pavilion. There are 119 mobile homes existing on high ground,
many with enclosed additions, enclosed and unenclosed decks, and detached accessory
structures. There is 2,654 linear feet of paved road infrastructure that is approximately
18'wide. The high ground is typical barrier island characteristics with a maritime
geomorphic setting of the lower Atlantic coastal plains. The natural soils range from thick
(>6-7ft), fine to medium sand soil textures, with loose structure, and minor surface
disturbances, or fill from historic development. Natural vegetation consists of various
grasses and woody vegetation. A fringe of Coastal Wetlands adjacent to Bogue Sound
runs parallel for the length of the shoreline and consists of Smooth Cordgrass S artina
alternitlora), Black Needle Rush (Juncus roemarianus), Sea Lavender (Limonium) and
Glasswort (Salicorina). There is also the presence of common reed grass (Phrazmites)
which is not a designated coastal wetland species. There were no areas of SAV observed in
the near shore area.
The Emerald Isle Land Use Plan classifies this property as Mixed Residential, with all
AEC's classified Conservation. This section of the Bogue Sound is not designated as
Primary Nursery Area, is open to the taking of shellfish and carries a water classification `w
of SA/ORW. The substrate in this area is mostly sand and sil=MLW
epths alon the .
shoreline are shallow (<-1') but increase to approximately - e end of the
existing docks. There is a channel approximately —60 yards n existing docks.
The width of Bogue Sound in this area is approximately 1.73 miles across to the spoil
islands south of the AIWW.

IJ
Watersedge Holdings, LLC.
Page 03
10. Project Description:
Watersedge Holdings, LLC is proposing to repair deteriorated existing paved roads and to
pave existing compacted gravel roadways; rehabilitate the existing concrete boat ramp;
and through use of stormwater best management practices, Watersedge is proposing to
alleviate ponding on roadways and flood prone low lying areas of the site and increase
impervious area on the site to allow the replacement of twenty-four (24) existing
manufactured home units with proposed units. Watersedge proposes to complete the
project with no net increase in impervious surfaces.
Pavement Rehabilitation
There are 2,654 linear feet of paved roads on the project site that are approximately 18' in
width. The road resurfacing would involve modifying the grades to provide positive
drainage in a flow from the north to the south. Existing asphalt pavement would
I removed, the grade modified with inverted crowns toward the road center, 'a gravel
base repaired or replaced, and a new asphalt surface applied. The pavement grades would
be altered to divert drainage on site to two (2) areas of pervious pavement (8,896 ft2 x 75%
pervious surface credit). One area of pervious pavement would be 302' long by 18' wide
(5,436ft2), located near the northeast area of Watersedge Drive. The other pervious
pavement would be located at the southwest corner of Courtney Court and Watersedge
Drive and approximately 140' long x 18' wide (2,520ft2) on Courtney Court by 55' long
by 18' wide (990ft2) on Watersedge Drive. There would be approximately 40ft2 of
pervious pavement in the turnouts on Courtney Court. The drainage would be directed to
three (3) grass -lined swales and terminate through level spreaders located at the landward
extent of the 30' CAMA buffer. Grass swale #1 would be located between sites #314 and
#316, northeast of Watersedge Drive. Grass swale #2 would be located on the north side of
Watersedge Drive between sites #326 and #328. Grass swale #3 would be located at the
western extent of Watersedge Drive between sites #352 and #354.
The disturbed areas will be limited to the roadway surfaces and the vegetated swales. The
road shoulders would be approximately 5 feet beyond the edge of the pavement and the
vegetated swales would be stabilized with jute mesh and sod. The total disturbed land area
would be approximately 8W square feet, or 1.88 acres. An erosion and sedimentation
control plan would be submitted to the NCDEMLR, Land Quality Section in the
Wilmington Regional Office for review and approval.
Stormwater Management
The objective of the resurfacing and grading of the existing asphalt roads would be to
provide positive drainage and reduce or eliminate ponding at various locations on the
property. The proposed roads would be constructed to slope from south to the north,
diverting the stormwater to outfall into sloped grassed swales and pass through a level
spreader then over the vegetated grass area and then over the existing bulkhead.

Watersedge Holdings, LLC.
Page 04
C e sw es an
The applicants propose to use the pervious area credit to be able to replace existing
manufactured homes with larger units with a maximum roof area of 750 square feet for
each unit. A total of 24 units would be replaced: 9 units on Lu Lane; 2 on Watersedge Q (� a -
Drive; 5 on Jamie Circle, 3 on Courtney CourtJ�4 on Hunter Lane There-is-a-cmreitly
vacant site at #305 on the east end of the project site,th
According to the development plans, the use of 8,896
square feet of permeable pavers with a 75% impervious surface credit would allow the
larger manufactured homes to replace the existing smaller homes. This would allow the
cumulative impervious footprint to be 6,739 square feet larger with no net increase in the
existing total impervious area (163,31342).
Boat Ramp Improvement
The existing 575 square feet concrete boat ramp would be demolished and removed4rmw
tit PxiPg bojy�yHItj atPr IPVPI fn d5' la ri �-- wu-nsu , A new 12' wide
ramp with 6 inch curbs on booth sides would be placed in the footprint of the existing ramp.
The toe of the ramp would extend to the normal low water level elevation and a riprap u �aMtr
apron placed at the toeX p�evnn e osion and undermining of the ramp. The portion of the 0'
ramp to be placed nr,,,., a 10' x 12') would be form -cast abeve-the-lIA�t
Icured, the slab would g pusl e�mto places atthe tm of rmrtp. An excavated area of 5'
long by 12' wide by -1.3' deep (2.89 cy) would be required below the NHWL to install the
riprap toe. There arceAV beds in the area of the boat ramp.
11. Anticipated Impacts:
The proposed boat ramp would fill 96ft2 of open waters. The setting of the toe of the boat
ramp would cause temporary turbidity. There would be no new impacts from the structure
that previously existed in this location. There would be 82,000 square feet of high ground
disturbance which could result in temporary sediment runoff during the construction phase.
The proposed project would be completed with no net gain in impervious area and upon
completion would reduce the cumulative impervious area by .78%. No impacts are
anticipated to the coastal wetlands and shellfish resources.
Name: Roy Brownlow Date: 01AW2015 Morehead City

DRAINAGE AND PAVEMENT
WATER'S EDGE MOBILE HOME PARK
EMERALD ISLE, CARTERET COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
September 10, 2014
INTRODUCTION
The project site is an approximately 12.58 acre site located in the Town of Emerald Isle's
corporate limits and is adjacent to the Bogue Sound. The property has 119 mobile home units
and approximately 1,430 linear feet of shoreline The property address is 3200 Emerald Isle
Drive on the north side of Highway 58 at approximately the 15.2 mile marker. (Sheet 01).
EXISTING CONDITIONS
Site Topography and Hydrography - The site is relatively level but slopes away from Highway
58 north, towards Bogue Sound. An approximately 4' tall timber and vinyl bulkhead separate
the land and sound along the north side. Elevations on the upland property range from +4 to
+13 NAVD 88 with a majority of the property being between +6' to +10' NAVD 88. There was
no hydrographic survey completed.
Site Soils - Soils data for the site was provided by Larry F. Baldwin of Land Management
Group, Inc. The soils on the project site are natural, moderately to excessively well drained,
sandy soils materials. Seasonal high water tables were tested in the two (2) locations where
pervious pavers are proposed to be installed. The seasonal high water table varies from +25-36
inches from the surface along Water's Edge Drive to 60 to 70 inches near the intersection of
Water's Edge Drive and Courtney Court in the southwest portion of the project site. Hydraulic
conductivity along Water's Edge Drive was >2-20 inches per hour to +70 inch depths from the
surface. Near the intersection of Water's Edge Drive and Courtney Court in the southwest
portion of the project site, hydraulic conductivity was >5-20 inches per hour to +70 inch depths.
Water's Edge Mobile Home Park September 10, 2014
Major CAMA Permit Application - Narrative Page 1 of 4

Wetlands - The upland portion of the site contains no wetlands. There are coastal wetlands
between the timber and vinyl bulkhead and the normal high water line along the shoreline.
PROJECT DESCRIPTION
This project is primarily a pavement resurfacing project. Currently, the paved roads on the
project site are approximately 18' in width. The alignment and profiles of the roads do not allow
for proper drainage of the site during storms causing significant ponding and flooding on the
site. During resurfacing of the roads, grading of the roads will be modified to allow for drainage
in a mostly south -north direction. There will be two (2) locations where the existing asphalt road
is replaced with pervious pavers. This will allow stormwater infiltration. It will also allow the
development to lessen the impervious footprint
and allow for expansion of a select number of
mobile homes. --A) 0 dJ,GW "d W 6K WM4-e& !N r4lKC `0^-t re-- sCi.
1Z � U 4 qdw l '_may "
Demolition and Removal - Demolition and removal will be limited to the roadway surfaces and
approximately 5' maximum beyond the existing edge of pavement.
Excavation - Excavation will be minor and limited to locations where adjustment of grades of
the shoulders along the roadway are necessary.
Upland Development - There is no additional upland development associated to this project.
The reason for installation of pervious pavers is to provide treatment of stormwater and to
create pervious area credits that can be applied to the replacement of 23 mobile homes with
larger units in the future. There are 9 manufactured homes on Lu Lane, 2 on Water's Edge
Drive, 5 on Jamie Circle, 3 on Courtney Circle and 4 on Hunter Lane that are smaller than
manufactured homes constructed today (14' x 48' typical). The use of approximately 8,986
square feet of permeable pavers with a 75% impervious surface credit, will allow for the
development to expand their impervious footprint by approximately 6,739 square feet. This will
allow owners the homes identified above to increase the size of their manufactured home to
today's standards.
t,j 57�- t � � J�D
Water's Edge Mobile Home Park September 10, 2014
Major CAMA Permit Application - Narrative Page 2 of 4
Ce

Stormwater Management — The resurfacing of the existing asphalt roads will improve grading
of the roads such that stormwater is no longer ponding at several locations on the property. The
roads will be constructed with an inverted crown and grades will generally slope from the south
to the north, allowing stormwater to outfall through curb outlets into grassed swales, pass
through a level spreader and then over the existing timber & vinyl bulkhead. Construction of the
swales will be outside of the 30' CAMA Buffer. 240 linear feet of grass swales will provide
additional filtration and treatment of stormwater. The use of pervious pavers in two (2) locations
will allow for infiltration of stormwater. The soils on the site have high hydraulic conductivity
rates which will allow for additional infiltration of stormwater.
METHODS OF CONSTRUCTION
Pavement of the roadways will be by conventional construction methods including, but not
limited to pavement demolition & removal, grading, asphalt pavement installation, concrete
pavement installation, installation of concrete unit pavers and foundation. Swales will be graded
and sodded.
PROJECT SCHEDULE
Following receipt of the Major CAMA permit, Stormwater and Erosion & Sediment Control
permits will be obtained; resurfacing of the roads will begin once the development selects a
Contractor. Length of construction is expected to take 6 months. Work may be done in two
phases depending on availability of funding.
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
The Regulatory Reform Act of 2011 (SB 781) was passed by the North Carolina Legislature in
July 2011. This bill eliminates the requirement for an environmental assessment (EA) for any
project requiring a Major CAMA permit. Therefore, the proposed project is not subject to N.C.
Environmental Policy Act Review.
Water's Edge Mobile Home Park September 10, 2014
Major CAMA Permit Application — Narrative Page 3 of 4

i
ADJACENT RIPARIAN PROPERTY OWNERS (See Figure A)
Letters notifying adjacent property owners of Water's Edge Mobile Home Park CAMA Permit
Application have been sent to the following properties by certified mail. Copies of those letters
are attached.
Andrew C. & Vivi Hilburn
4305 Foxfire Lane
Wilson, NC 27896
PDL Beach Properties, LLC
15 Rawls Road, Suite 100
Angier, NC 27501
Water's Edge Mobile Home Park September 10, 2014
Major CAMA Permit Application — Narrative Page 4 of 4

Major CAMA Permit Application
Water's Edge Mobile Home Park
Drainage and Pavement
Town of Emerald Isle, North Carolina
September 10, 2014
proposed by:
Water's Edge Mobile Home Park Owners Association
prepared for:
North Carolina Department of Environment &
Natural Resources
Division of Coastal Management
400 Commerce Avenue I
Morehead City, NC 28557 -�
prepared by:
Bearing Point Consulting, Inc. RECEIVED
910 Arendell Street OCT O6'N14
Morehead City, NC 28557
[phone] DCM-WD CITY
C#f Lix"'o'o

MAJOR CAMA PERMIT APPLICATION
WATER'S EDGE MOBILE HOME PARK
EMERALD ISLE, CARTERET COUNTY, NORTH CAROLINA
Table of Contents
DCM MP — 1 Application for Major Development Permit
DCM MP-3 Upland Development
DCM MP — 4 Structures
PROJECT NARRATIVE
INTRODUCTION
EXISTING CONDITIONS
Site Topography
Site Soils
Wetlands
PROJECT DESCRIPTION
Demolition and Removal
Excavation
Upland Development
Stormwater Management
NAVIGATION CONDITIONS
METHOD OF CONSTRUCTION
PROJECT SCHEDULE
COMPLIANCE WITH N. C. ENVIRONMENTAL POLICY ACT
ADJACENT RIPARIAN PROPERTY OWNERS
Application Drawings
Sheet 01 — Vicinity Map
Sheet 02 — Existing Conditions
Sheet 03 — Proposed Site Plan
Sheet 04 — Swale — Plan Views
Sheet 05 — Swale Details
Sheet 05 — Boat Ramp Plan and Details
Deed
Soil Analysis — Land Management Group
Authorized Agent Letter
Adjacent Property Owner Notification Letters RECEIVED
Figure A — Adjacent Property Owners OCT 0 8 IN
DCM-MHD CIIV

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Water's Edge Mobile Home Park Owners Association
Project Name (if applicable)
Drainage and Pavement, Water's Edge Mobile Home Park
Applicant 1: First Name
Dan
MI
Last Name
Hill
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
13400 Bold Run Hill Road
PO Box
City
Wake Forest
State
NC
ZIP
27587
Country
USA
Phone No.
919-556-2520 ext.
FAX No.
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/ContractorInformation
Business Name
Bearing Point Consulting, Inc.
Agentl Contractor 1: First Name
MI
Last Name
J.W. (Bill)
Forman, Jr., P.E.
Agent/ Contractor 2: First Name
MI
Last Name
John
J
Wade
Mailing Address
PO Box
City
State
910 Arendell Street
Morehead City
NC
ZIP
Phone No.1
Phone No. 2
28557
252 - 247 - 4200 ext.
ext.
FAX No.
Contractor #
252 247 7300
Street Address (if different from above)
City
State
ZIP
Email
[e-mail], [e-mail]
RECEIVED
<Form continues on back> OCT 00 TM4
DCM-MHD , TY
252-808.2808 :: 1-888-4RCOAST :: www. nccoastalmanagement. net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
3200 Emerald Isle Drive
58
Subdivision Name
City
State
Zip
Waters Edge Mobile Home Park
Emerald Isle
NC
28594 -
Phone No.
Lot No.(s) (d many, attach additional page with list)
- - ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Bogus Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
SYes ❑No
work falls within.
Town of Emerald Isle
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1,496 LF
547,985 SF
c.
Size of individual lolls)
d. Approximate elevation of tract above NHW (normal high water) or
N/A,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4'- 13' SNHW or ❑NWL
e.
Vegetation on tract
Existing vegetation located on the project's tract include live oaks, small pockets of shrubs, lawn areas, and coastal
wetlands.
f.
Man-made features and uses now on tract
Man-made features on the site include mobile homes, bulkhead along north side of property, small asphalt boat ramp,
numerous timber piers, and asphalt roadways.
g.
Identify and describe the existing land uses adiacent to the proposed project she.
Existing land uses on the project site is as a mobile home park. Adjacent land uses include gas station and retail store
south of Highway 58, residential uses to the west and east, and a retail store near the entrance to the site.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
MH1
(Attach zoning compliance certificate, if applicable)
SYes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes SNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes []No SNA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a []Yes SNo ❑NA
National Register listed or eligible property?
<Form continues on next page> RECEIVED
OrT 0 8 2014
DCM-MHD CITY
2S2-808.2808 .. 1-888-4RCOAST .. www. nccoosta lmanagement. net

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.
On -site disposal by septic tanks.
o. Describe existing drinking water supply source.
Drinking water is provided by Bogue Banks Water Corporation, a non-profit water utility.
p. Describe existing storm water management or treatment systems.
Overland flow.
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.
This project includes resurfacing of the existing asphalt roadways using a combination of asphalt pavement and pervious
pavers.
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.
Construction of the roadways will be by standard construction including, but not limited to pavement demolition & removal,
grading, asphalt pavement installation, installation of concrete unit pavers, installation of concrete boat ramp and foundation.
Swales to be graded, lined with jute mesh and sodded.
d.
List all development activities you propose.
Development activities include resurfacing of existing asphalt roadways with ashpalt and in some sections replacement with
pervious pavers. The boat ramp will also be rehabilitated. Three grass swales and level spreaders will be constructed for
stormwater treatment and outflow to the sound. A 15" diameter pipe will be constructed and ouffall to the westernmost grass
swale. All grass swales and level spreaders will be constructed outside of the 30' CAMA Buffer.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Maintenance
f.
What is the approximate total disturbed land area resulting from the proposed project? 48,000 ®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.
Existing discharges to waters of the state include a 36" pipe along the east property line installed and maintained by the
NCDOT and drainage from the existing boat ramp. There are three (3) proposed discharges to the state. All three (3) are
grassed swales of lengths longer than 50' that terminate outside of the 30' CAMA Buffer.
I.
Will wastewater or stonmwater 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.
RECEIVED
<Form continues on back> 0171' 0 a 1014
DCM-MHD CITY
252-808-2808 :: 1-888-4RCOAST :. www.nccoastaimanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form. (MP-fi) the following items belotg if applicable, must be submitted in order for the application.
package to be complete. Items (a) - M am 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 week plat (including plan view and cross -sectional drawings) drawn to scale. Please give the presentstatus 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 fill& to the affected properties.
a. 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 mall, 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 Andrew C: $ Vivi Hilburn Phone No,
Address 4305 Foxfire Lane, Wilson, N C27596
Name PDL Beach Properties LLC Phone No.
Address 15 Rawls Road, Suite 100, Angler, INC 27501
::. Name
i
'Add2s>
g. A list of previous slate or federal permits issued for work cn the project tract. include permit numbers, termites, and issuing dates.
h. Signed consultant or agent authorization form, if apo cohle.
i. Wetland delineation, if necessary.
j. Asigned 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.
LT. 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 stale 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 reformation provided in this application is truthful to the best of my knowledge.
Date/"� I /`f Print Name Dan
Signature Clriu--
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 RECEIVED
ODCM MP-4 Structures Information
OCT 0 6 7014,
DCM-MHD CITY
;. 11-8043 411?GLSAST .. www. rtccoastal rea:nnsoment. net

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
'J
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. t
c. Density (give the number of residential units and the units per
acre).
9.50
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 ❑NA
(ii) If yes, list the date submitted:
g. 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.
14.37% existing impervious area within the AEC. No new
impervious surfaces are proposed as part of this project.
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.
Exisitng impervious surfaces cover 30% of the project site.
With the use of pervious pavers, post -construction
impervious surfaces will cover approximately 25% of the
site.
j. Describe proposed method of sewage disposal.
Existing septic tank method of sewage disposal will be
maintained.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriaV
commercial effluent, "wash down" and residential discharges).
The three grassed swales will allow for surface runoff into
waters of the state. No part of the swales will be
constructed within the 30' CAMA Buffer.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
48,000 SF
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Road surfaces will be constructed of asphalt and pervious
pavers. Boat ramp will be constructed of concrete.
h. Projects that require a CAMA Major Development Permit may also
require a Storwater 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:
RECEIVED
OCT 0 8 2014
DCM-MHD CITY
k. Have the facilities described in Item (1) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
in. Does the proposed project include an innovative stormwater
design?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
252.808.28082 :: 1.88$-4RCOAST :: www.ncconstaimanagement.net revised: 12/26/06

1com 9CM MP3 (Upland Devetoptopm. vaq� Y,, of a
m. Describe proposed drinking water supply source (e.g., well,
communi(y, public system, etc.)
Existing drinking water supply from Bogue Banks Water
Corporation will be maintained,
o. When was the lot(s) platted and recorded?
Dnr
Ora nage and tlavetnent, Water's Edge Mobile. Hume Pbirl{
Dan ti I
Acph `ealNamE
n. (i) Will water be impounded? []Yes ®No E]NA
(ii) If yes, how many acrasl
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
Oyes ®No [INA
RECEIVED
OCT 0 6 ""'
DCM-Aar ; i "
2:4;d-Cttf8-2Ea6 ;: 1,a8f3-4yiGoh3F C wwyp.+�.cc_4�§:t�tl�if�R.n?@F.Y.+..tet revrvad: i2;�tSi46

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
,J
j
J
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.
1- DOCKING FACILITY/MARINA CHARACTERISTICS
a. (1) Is the docking facility/marina.
❑Commercial ❑Public/Government ®Private/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes ®No
c. (i) Dock(s)' and/or Pieria)
d. (1) Are Finger Piers included? []Yes ®No
(ii) Number N/A
If yes:
(III) Length N/A
(it) Number
(iv) Width N/A
(Ili) Length
(v) Floating []Yes []No
(iv) Width
(v) Floating []Yes []No
e. (i) Are Platforms included? [_—]Yes ®No
f. (i) Are Boatlifts included? []Yes []No
If yes:
If yes:
(ii) Number
(ii) Number
(III) Length
(Ili) Length
(iv) Width
(iv) Width
(v) Floating []Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
N/A
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
N/A
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips') only, number of slips:
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
❑ Other, please describe:
I. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
❑Open water; no dredging required
®Other; please describe:
Rehabilitation of existino boat ramp.
k. Typical boat length: < 20'
m. (i) Will the facility have tie pilings?
[]Yes ®No
(it) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Small Power boats, sail boats. & kayaks.
I. (1) Will the facility be open to the general public?
[]Yes ®No
RECEIVED
OCT 0 6 M'
DCM-MIHDQMFy
252.808.2808:: 1.888-4RCOAST :: www.n-ccoastaimanagement.net revised: 12127106

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
In. Give the number of channel markers and "No Wake" signs proposed.
L Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
RECEIVED
OCT Of 7M4
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes []No DCmAllicory
252-808.2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net revised: 12i27106

Form DCM MP-4 (structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?�
[]Yes [_]No
o. Is the marinaldocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), S(iell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL []None
p. Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? ❑Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublidGovernment ❑Private/Community
(ii) Number
(iii) Length
IN) Width
Note: Roofed areas are calculated from dnpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
III) Length
(III) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑PublidGovernment ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing _
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEI
7. GENERAL s7 `'
DCfv)-MHD CITY
252-808-2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

Form DCM MP-4 (Struesturas, Page, 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
Note: For buoy or mooring piling, use am of swing including length
of vessel.
C. Width of water body
e. (i) Will navigational aids be required as a result of the project?
QYes [INo ONA
(li) If yes, explain what type and how they will be implemented.
a. Give complete description:
t�
b. Proximity of structure(s) to adjacent docking facilities.
d_ Water depth at waterward and of structure at NLW or NWL
Demolition of approximately 559 square feet of concrete pavement with approximately 556 square feet of concrete pavement
with curbs.
Date . �, .... . .
Drainage and Pavement, Waters Edge Mobil, Horne Park
Prclect Name
Dan Hill
SUP itant jvama
Applicant Signature
RECEIVED
OCT 0 0 M4
DCM-MHD CSY
i::i2&iS6.2tirJF::; i-88fi31SEQA3i' a wvuw nacaas mgnpggM"tAjet revised: 12,'-

T..
DRAINAGE AND PAVEMENT
kk-
WATER'S EDGE MOBILE HOME PARK
EMERALD ISLE, CARTERET COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
September 10, 2014
INTRODUCTION
The project site is an approximately 12.58 acre site located in the Town of Emerald Isle's
corporate limits and is adjacent to the Bogue Sound. The property has 119 mobile home units
and approximately 1,430 linear feet of shoreline The property address is 3200 Emerald Isle
Drive on the north side of Highway 58 at approximately the 15.2 mile marker. (Sheet 01).
EXISTING CONDITIONS
Site Topography and Hydrography — The site is relatively level but slopes away from Highway
58 north, towards Bogue Sound. An approximately 4' tall timber and vinyl bulkhead separate
the land and sound along the north side. Elevations on the upland property range from +4 to
+13 NAVD 88 with a majority of the property being between +6' to +10' NAVD 88. There was
no hydrographic survey completed.
Site Soils — Soils data for the site was provided by Larry F. Baldwin of Land Management
Group, Inc. The soils on the project site are natural, moderately to excessively well drained,
sandy soils materials. Seasonal high water tables were tested in the two (2) locations where
pervious pavers are proposed to be installed. The seasonal high water table varies from +25-36
inches from the surface along Water's Edge Drive to 60 to 70 inches near the intersection of
Water's Edge Drive and Courtney Court in the southwest portion of the project site. Hydraulic
conductivity along Water's Edge Drive was >2-20 inches per hour to +70 inch depths from the
surface. Near the intersection of Water's Edge Drive and Courtney Court in the southwest
portion of the project site, hydraulic conductivity was >5-20 inches per hour to +70 inch depths.
Water's Edge Mobile Home Park RECEVED September 10, 2014
Major CAMA Permit Application — Narrative Page 1 of 4
OCT 0 6 )°'-"
DCM-M-Z Y

Wetlands — The upland portion of the site contains no wetlands. There are coastal wetlands
between the timber and vinyl bulkhead and the normal high water line along the shoreline.
PROJECT DESCRIPTION
This project is primarily a pavement resurfacing project. Currently, the paved roads on the
project site are approximately 18' in width. The alignment and profiles of the roads do not allow
for proper drainage of the site during storms causing significant ponding and flooding on the
site. During resurfacing of the roads, grading of the roads will be modified to allow for drainage
in a mostly south -north direction. There will be two (2) locations where the existing asphalt road
is replaced with pervious pavers. This will allow stormwater infiltration. It will also allow the
development to lessen the impervious footprint and allow for expansion of a select number of
mobile homes.
Demolition and Removal — Demolition and removal will be limited to the roadway surfaces and
approximately 5' maximum beyond the existing edge of pavement.
Excavation — Excavation will be minor and limited to locations where adjustment of grades of
the shoulders along the roadway are necessary.
Upland Development — There is no additional upland development associated to this project.
The reason for installation of pervious pavers is to provide treatment of stormwater and to
create pervious area credits that can be applied to the replacement of 23 mobile homes with
larger units in the future. There are 9 manufactured homes on Lu Lane, 2 on Water's Edge
Drive, 5 on Jamie Circle, 3 on Courtney Circle and 4 on Hunter Lane that are smaller than
manufactured homes constructed today (14' x 48' typical). The use of approximately 8,986
square feet of permeable pavers with a 75% impervious surface credit, will allow for the
development to expand their impervious footprint by approximately 6,739 square feet. This will
allow owners the homes identified above to increase the size of their manufactured home to
today's standards.
RECE ED
OCT 0 6 1014
DCM-MHD CITY
Water's Edge Mobile Home Park September 10, 2014
Major CAMA Permit Application — Narrative Page 2 of 4

Stormwater Management — The resurfacing of the existing asphalt roads will improve grading
of the roads such that stormwater is no longer ponding at several locations on the property. The
roads will be constructed with an inverted crown and grades will generally slope from the south
to the north, allowing stormwater to outfall through curb outlets into grassed swales, pass
through a level spreader and then over the existing timber & vinyl bulkhead. Construction of the
swales will be outside of the 30' CAMA Buffer. 240 linear feet of grass swales will provide
additional filtration and treatment of stormwater. The use of pervious pavers in two (2) locations
will allow for infiltration of stormwater. The soils on the site have high hydraulic conductivity
rates which will allow for additional infiltration of stormwater.
METHODS OF CONSTRUCTION
Pavement of the roadways will be by conventional construction methods including, but not
limited to pavement demolition & removal, grading, asphalt pavement installation, concrete
pavement installation, installation of concrete unit pavers and foundation. Swales will be graded
and sodded.
PROJECT SCHEDULE
Following receipt of the Major CAMA permit, Stormwater and Erosion & Sediment Control
permits will be obtained; resurfacing of the roads will begin once the development selects a
Contractor. Length of construction is expected to take 6 months. Work may be done in two
phases depending on availability of funding.
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
The Regulatory Reform Act of 2011 (SB 781) was passed by the North Carolina Legislature in
July 2011. This bill eliminates the requirement for an environmental assessment (EA) for any
project requiring a Major CAMA permit. Therefore, the proposed project is not subject to N.C.
Environmental Policy Act Review.
RECEIVED
OCT O6 M4
DCM-MH1)VTy
Water's Edge Mobile Home Park September 10, 2014
Major CAMA Permit Application — Narrative Page 3 of 4

ADJACENT RIPARIAN PROPERTY OWNERS (See Figure A)
Letters notifying adjacent property owners of Water's Edge Mobile Home Park CAMA Permit
Application have been sent to the following properties by certified mail. Copies of those letters
are attached.
Andrew C. & Vivi Hilburn
4305 Foxfire Lane
Wilson, NC 27896
PDL Beach Properties, LLC
15 Rawls Road, Suite 100
Angier, NC 27501
Water's Edge Mobile Home Park
Major CAMA Permit Application — Narrative
RECEIVED
OCT 06?W
DCM-U DCND'
September 10, 2014
Page 4 of 4

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**"This is a word processing form to be completed in Microsoft Word***
NC Division of Coastal Management
fill Permit Application Computer Sheet
Applicant: Watersedge Holdings LLC
Date: 01/06/2015
Project Site County Carteret
Staff: RIDS
District: []Elizabeth City ElWashington
®Morehead City ❑Wilmington
Project Name: Watersedge Street and Drainage Improvements
Rover File: N/A
Date application "received as complete" in the Field office (EX: 1/8/2007): 12/30/14
Permit Authorization: ❑CAMA []Dredge & Fill OBoth
SM
PNA: Elyes NNo
Photos Taken: Yes N No❑
Setback Required (riparian): ❑Yes NNo
Critical Habitat: Yes ONo Not Sure
15 foot waiver obtained: ❑Yes SNo
Hazard Notification Returned:
[]Yes NNo
SAV: ❑Yes NNo Not Sure
Shell Bottom: Yes NNo ❑ Not Sure
Temporary Impacts: ®Yes ❑No
Sandbags: []Yes NNo ❑ Not Sure
Did the land use classification come from
county LUP: []Yes NNo
Mitigation Required (optional):
[]Yes NNo
Moratorium Conditions: ❑Yes NNo
❑NA
Environmental Assessment Done:
❑Yes NNo ❑NA
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
WETLANDSIMPACTED
❑ (404) Corp. of Engineers (Jurisdictional
El (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort ( Salicornia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
(SA) Saft marsh cordgrass (Spartina
(SY) Salt reed grass (Spartina
alterniflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
(SC) Bullrush or three square (Scirpus
El (TY) Cattail (Typha sp.)
spicata)
sp.)
❑ (JR) Black needlerush (Juncus
(SP) SalUmeadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
❑ III(D) Priv. public or comm w/ D&F to 1
can be applied - $250
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
❑ Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer - $100
III(B) Public or commercial w/ D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
II. Public or commercial/no dredge
$100
and/or fill - $400
❑ I. Private no dredge and/or fill - $250
lll(C) Priv. public or Comm w /D&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 02/15/10

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 3)
Applicant: Watersedge Holdings LLC
Date: 01/06/15
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Ha6iat Hamm
DISTURB TYPE
Choose One
TOTAL Sq. Ft
(Applied for.
Disturbance total
includes any
anticipated
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Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmana_ement.net revised: 02/15/10

t"onnectGIS Feature Report Page 1 of 1
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he data and map services will be available to users without interruption or error. Furthermore, Carteret County may modify or remove map services and access methods a
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http://Carteret.connectgis.comIDownloadFile.ashx?i=_ags_map54de2e38Oc9c4l85be7002... 12/22/2014

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Page 1 of 1
AT 560068.003. 000 WATERSEDGE CORPORATION D/B/A 2014 1,988,000 M9T CARD 001
BID R 6314.13.23.0693000 WATERS EDGE MOBILE HOME PK 1,988,000 BY Val USE LAND 002
218 BRIARCLIFF LANE DEF BLDG 000
LISTER 6/01/2011 RWC CARY NC 27511 3901 12.5SO ACRES 1,988,000 XFOB 004
TWP WHITE OAK CITY EMERALD ISLE FIRE RESCUE OTHER NON OF SAND TA
LOT BLK PL BK/PG PLAT ADDRESS 0003200 EMERALD DR EMERALD ISLE 28594
NBHD 56006800 USE 000501 MOBILE HOME PAR DEED 0150 00046 AICUZ PRINTED 12/16/2014 BY ALLENW
LEGAL: PART B15 EMERALD ISLE
14-726 BORG PORCH 8/01/2014 3,780
14-754 DECK DECK 8/01/2014 9/04/2014 3,700
09-774 STOR STORAGE 8/01/2009 6/01/2011 800
EXTRA FEATURES
Beg Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adjl Adj2 Adj3 Adj4 %Good Value
001 00068C MOB HOM PARK SP 117 1 117.000 IT 1 OC 8,258.000 0000 .60 1.00 1.00 1.00 100.00 579,712
002 00039C ASPHALT PAVING- 4104 1 4104.000 SF 1 oC 1.140 0000 .40 1.00 1.00 1.00 100.00 1,891
003 000430 CANOPY 24 16 384.000 SF 1 OC 13.280 0000 .80 1.00 1.00 1.00 100.00 4,080
004 00066C CONCRETE PAD-C 832 1 832.000 SF 1 OC 5.260 0000 .80 1.00 1.00 1.00 100.00 3,501
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adjl Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Ef£ Rate Value
1 566809 MOBILE HOME PK
9.580 AC 442,500.000 1.00 .95 1.00 1.00 1.00 1.00 1.000 420,374.934 3,186,442
2 566845 SOUNDFRONT ACREAGE
5.000 AC 575,000.000 1.00 .95 1.00 1.00 1.00 1.00 1.000 546,250.000 2,731,250
NOTES
PRMT WATER'S EGDE MR ROSEBUD IN #8512 PORCH
WATER'S EDGE MdP COURTNEY CT 0301 (DECK)
http://web3.mobile311.com/CarteretCard/card.ashx?PIN=631413230693000001
12/22/2014

GenBrowse
Page 2 of 3
TrueTrue
ID
11'eratiOlTypelFull
Name
SourcePNo
I
Issue Date
Ex iration Date
Ex fired
District!staff
!county
Project City
Project Name
406(9GP4W66
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Records Matching Query = 3
ID SELECTED: 51018
tp.nnt PermlC
IEdI(Indial Relesue,IPE)Cmit'i I€pIT Reissues II4Modlfy PermilEDIT Mo"dify .Delele PermlC j QUICK Reissue- .
Applicant Info:
Applicant (Owner): Watersedge Corp
Applicant (Owner): Watts Ward
Addl: 3200 Emerald Drive
City: Emerald Isle
State: NC
Zip: 28594
Country: USA
Phonel: 919.422.6198
Physical Addl: 3200 Emerald Drive
Physical City: Emerald Isle
Physical State: NC
Physical Zips: 28594
Permit Info:
Permit No.: GP-60328
DCM District.: Morehead City
DCM Representative: Roy Brownlow
Issue Date: 06/21/2012
Expiration Date: 10/21/2012
Fee Collected: 400.00
Fee Description: General Permit Fee (9/l/2006)
Objections Received: N
Project Description: No riprap material to be placed in or waterward of coastal wetlands
Permitted Rules
071-1.1100 General permit for construction of bulkheads & placement of riprap in estuarine/public trust waters.
Permitted Activities
Activity Number Type Replace Measures Memure2 Measure3 Measure4
Riprap(length width) 1 NWN 1281.000 18.000
Permitted Disturbances
Habitat Type Total Square Feet. Final Square Feet Total Feet Final Feet
Site
Description:
Adjacent Waterbody: Bogue Sound
Adjacent Waterbody Type: Nat
Sandbags: NS
SAV: NS
PNA: N
ORW:Y
Shoreline Length: 1250.000
Digital Photos: N
15ft Waiver: N
AECS:
07H .0206 Estuarine Waters
07H .0207 Public Trust Areas
http://dem2.enr.state.nc.us/dcmcdaits/general/view/GenBrowse.aspx 12/22/2014

GenBrowse
Page 2 of 3
TrueTrueTrue
�A
ID
Permitq
T pe
Full Name
SourcePNo
Issue Date
Ex iralion Date
Ex ired
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staff
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Project Name
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ID SELECTED:51512
Edll Initial Reissue Perrpit EDIT,Reissue; Modify Permit, y + EDIT;Modlfy Delete Permi(; j j- QUICK, Reissue
Applicant Info:
Applicant (Owner): Watersedge Corporation
Applicant (Owner): Watts Ward
Addl: 218 Briarcliff Lane
City: Cary
State: NC
Zip: 27511
Country: USA
Phonel: 919-851-4961
Physical Addl: 218 Briarcliff Lane
Physical City: Cary
Physical State: NC
Physical Zips: 27511
Permit Info:
Permit No.: GP-61064
DCM District.: Morehead City
DCM Representative: Ryan Davenport
Issue Date: 09/20/2012
Expiration Date: 01/20/2013
Fee Collected: 200.00
Fee Description: General Permit Fee (9/1/2006)
Objections Received: N
Permitted Rules
07112400 Gen. permit for placement of riprap for wetland protection in estuar./public trust water
Permitted Disturbances
Habitat Type Total Square Feet. Final Square Feet Total Feet Final Feet
Site
Description:
Adjacent Waterbody: Bogue Sound
Adjacent Waterbody Type: Nat
Sandbags: NS
SAV:NS
PNA: N
ORW:Y
Shoreline Length: 454.000
Digital Photos: N
OR Waiver: N
AECS:
07H .0206 Estuarine Waters
07H .0207 Public Trust Areas
http://dcm2.enr.state.nc.us/dcmcdaits/general/view/GenBrowse.aspx 12/22/2014

PrintGeneral
Page I of 2
Username: RondaB
CDAITS: General Permit Print
ID SELECTED:36063
MainMenu
Edd Initial Reissue'Permit. ,EDIT,ReiSSue� Modify Permil ,EDIT Modify Delete Permit j¢,.�UICKReissue -
Applicant Info:
Applicant (Owner): JIM HEIKKILA
Applicant (Owner): WATERS EDGE MHP
Add1: 218 BRIARCLIFF LN
City: CARY
State: NC
Zip:27511
Country: USA
Phonel:252-354-5745
Permit Info:
Permit No.: GP-43581
DCM District.: Morehead City
DCM Representative: Ryan Davenport
Issue Date: I1/21/2005
Expiration Date: 02/19/2006
Fee Collected: 100.00
Fee Description: General permits (1 rule)
Objections Received: N
Permitted Rules
071-1.1100 General permit for construction of bulkheads & placement of riprap in estuarine/public trust waters.
Permitted Activities
Activity INumberlTypelReplaceiMeasure1 Measure2 Measure3 IMeasure4
Bulkhead(wood)(length_width _height) 1 INW IN 1150.000
Permitted Disturbances
Habitat Type Total Square Feet. Final Square Feet Total Feet Final Feet
Site
Description:
Adjacent Waterbody: Bogue Sound (Including Intracoastal Waterway)
Adjacent Waterbody Type: Nat
Sandbags: N
SAV: N
PNA: N
ORW:Y
Shoreline Length: 1200.000
Digital Photos: N
15ft Waiver: N
AECS:
07H .0209 Estuarine Shoreline
Project Site:
Addl: WATERS EDGE DR
City: EMERALD ISLE
http://dcm2.enr.state.ne.usldcmedaits/general/viewIGenPrint.aspx?PageTask=Print&Even... 12/22/2014

CiienBrowse
Page 2 of 3
TrueTrueTrueTrueTrueTrueTrueTrueTrue
V
ID
Permits
Type
Full Name
SBurcePNo
Issue Date
Expiration Date
Expired
District
Staff
Count
ProUProjectCity
Project Name}4519
GP.41A5
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WATE0.5 EDGE MP
06202005
O9/182005
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04/1021101
W/092001
Y
Elia11 Cit
Lm'a".
Dare
KIL122294
GPC14509
Initial
WATERS EDGE MOBILE HOME PARK
03/la/1995
060/1995
Y
Morehead Ciry
Jim Mcmer
Cannel
EMEE
1
Records Matching Query = 7
ID SELECTED: 22294
PdntRermit-_ n
Ednlmtial, s Relsse;Permit EDITRelssue;;ModifyPermit,;.J , EDITiModlfy Delete Permit i,, QUICKReissuel'
Applicant Info:
Applicant (Owner): WATERS EDGE MOBILE HOME PARK
Addl: P.O. BOX 75
City: MORRISVILLE
State: NC
Zip: 27560
Country: USA
Permit Info:
Permit No.: GPCI4509
DCM District.: Morehead City
DCM Representative: Jim Mercer
Issue Date: 03/10/1995
Expiration Date: 06/08/1995
Fee Collected: 50.00
Fee Description: CAMA Mainframe General
Objections Received: N
Project Description: P-1 1
Permitted Rules
Permitted Activities
Activity
Number
Type
Replace
Measurel
Measure2
Measure3
Measure4
Bulkhead(length)
I
NW
35.000
0.000
0.000
2.000
Bulkhead(length)
I
NW
34.000
0.000
0.000
0.000
Bulkhead(length)
1
NW
N
36.000
0.000
0.000
0.000
Bulkhead(length)
1
NW
N
15.000
0.000
0.000
0.000
Permitted Disturbances
Habitat Type Total Square Feet. Final Square Feet Total Feet Final Feet
Site
Description:
AECS:
071-1.0206 Estuarine Waters
07H .0209 Estuarine Shoreline
Project Site:
Addl: @ WATERSEDGE MHP
City: EMERALD ISLE
County: Carteret
Notes:
http://dem2.cnr.state.ne.us/demcdaits/general/view/GenBrowse.aspx 12/22/2014

AARENADELL
CIVIL COASTAL - ENVIRONMENTAL
105 North 10th Street
Morehead City, North Carolina 28557
[phone]
December 18, 2014
Mr. Roy Brownlow
N. C. Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Re: Water's Edge Mobile Home Park Improvements (14061)
Emerald Isle, Carteret County, NC
Dear Roy:
Please find attached revised application documents for the referenced project. The documents have been
revised based on your email to Bill Forman of October 29, 2014.
The following revised documents are attached:
Project Narrative, dated December 18, 2014
Form DCM MP-1 — Application for Major Development Permit
Form DCM MP-3 — Upland Development
Form DCM MP-4 — Structures
Revised Drawings, dated December 18, 2014
Sheet 01 —Vicinity Map
Sheet 02 — Existing Conditions
Sheet 03 — Proposed Site Plan
Sheet 04 — Swale - Plan View
Sheet 05 — Swale Details
Sheet 06 — Boat Ramp Plan & Details
Certified Letters to Adjacent Property Owners
PDL Beach Properties, LLC
Andrew C. Hilburn III
Certified Mail Receipts (2)
The items outlined in your email are addressed in the attached documents as follows:
1) Please provide a current and accurate map of the impervious surface breakdown. The map
should include calculations that show the total lot area within the 575' ORW AEC; the total
impervious square feet within the 575 AEC; the total percent of impervious coverage and/or built
upon area within the 575 AEC;
RECEIVED
DEC 18 7014

Mr. Roy Brownlow
N. C. Division of Coastal Management
Water's Edge Mobile Home Park Improvements (14061)
Emerald Isle, Carteret County, NC
December 18, 2014
Page 2 of 4
Sheets 02 and 03 of the permit drawings are revised to show the impervious surface breakdown for the
existing conditions (sheet 02) and the proposed site improvements plan (sheet 03). The entire site is
within the 575 ft. AEC
2) Please provide a map showing the proposed pavingplan with calculations of existing, proposed
and demonstrate no new net gain of impervious coverage from what is existing;
Sheet 02 shows the existing impervious areas broken down by residential unit roof areas, shed roofs,
asphalt pavements and gravel pavement inside the property boundaries. Sheet 03 shows proposed
impervious areas broken down into similar categories, but also includes pervious pavements and
residential units that will be improved up to the maximum roof area of 750 s.f. The percent of total site
area (12.58 acres) is shown for both existing and proposed impervious area totals.
3) Need to show the Area of Environmental Concern as an Outstanding Resource Water (ORW)
575' area (75' Estuarine Shoreline shown on maps submitted).
All drawings have been revised to show the AEC as 575 feet.
4) Need to provide signed certified mail receipts from the adjacent riparian property owners (copies
of the white certified mail receipts will allow us to proceed with the process).
The certified mail receipts are attached. The green cards will be forwarded to your office when received.
Since there has been a lapse of time, a change in the Engineering firm, and some small changes to the
project since the original submittal, we are sending out the adjacent property owner notification packages
again.
5) Form DCMMP-1, 3.d.• the major water body is Bogue Sound;
The form is revised as requested.
6) Form DCMMP-1, 4 f need to add other existing structures (i.e., storage sheds, enclosed and
unenclosed porches/decks, covered unenclosed pavilion, etc.);
The form is revised as requested to read "Existing man-made features on the site include mobile home
units, storage sheds, enclosed and unenclosed porches and decks, decks, an unenclosed covered pavilion,
bulkhead along north side of property, concrete boat ramp with asphalt access road, numerous timber
piers, and asphalt roadways".
7) Form DCMMP-1, 5.b: Include boat ramp improvements, drainage swales and any other
proposed development;
The form is revised as requested to read "The project includes regrading and resurfacing of—39,709 s.f. of
existing asphalt pavement, installation of —5,890 s.f. of pervious pavers and infitration system,
replacement of 23 residential units with new units with a maximum roof area of 750 s.f., replacement of
the 556 s.f. concrete boat ramp and construction of one catch basin, culvert and and construction of 240
IS. of grass swales and flow spreaders".
8) Form DCMMP-1, 5.e: should state "Both";
The form is revised as requested.
RECEIVED
DEC 18 1nu
DCM.MHD CITY

Mr. Roy Brownlow
N. C. Division of Coastal Management
Water's Edge Mobile Home Park Improvements (14061)
Emerald Isle, Carteret County, NC
December 18, 2014
Page 3 of 4
9) Form DCMMP-1, 6.b: Need to show lot 305 (vacant -impervious) see item #1 above;
Lot 305 is shown as vacant on sheet 02, Existing Conditions. A mobile home unit with 750 s.f. roof area
is shown on the Proposed Site Plan (sheet 03).
10) Form DCMMP-1, 6.f.• See item #4 above;
The certified mail receipts are attached. The green cards will be forwarded to your office when received.
Since there has been a lapse of time, a change in the Engineering firm, and some small changes to the
project since the original submittal, we are sending out the adjacent property owner notification packages
again.
11) Form DCMMP-3.a: Need to put NA or None proposed.
The form is revised as requested.
12) Form DCMMP-3.g: Need correct impervious/built upon area calculations in the 575' AEC — not
clear what the 14.37% represents;
The percentage impervious for proposed improvements is shown on the form as requested. The percent
impervious is also shown on sheet 3.
13) Form DCMMP-3. o: Please provide the date the parcel wasplatted;
According to Carteret County register of Deeds, plat was recoded on January 23, 1996 and is noted on the
form as requested.
14) Form DCMMP-4.f.• Enter "No "for boatlifts proposed;
The form is revised as requested.
15) Form DCMMP-4.7a - & Provide distance of the boat ramp from the adjacent riparian property
lines, distance to docks, water depths at the end of the boat ramp, width of water body at project
site. On 4.eput "NA".
The width of waterway, the distance to north shore of Bogue Sound, measured on an aerial photograph is
provided as requested. Distances to adjacent docks and piers and to the property line at east and west
ends of the site are shown on sheet 2, existing conditions. Water depth at the end of the boat ramp is
shown on the boat ramp details on sheet. A note is provided on the boat ramp detail stating that the
rehabilitated boat ramp will not extend beyond the end of the existing ramp.
Project Narrative:
• Include a description of the no new net gain in built upon area or gain in proposed
impervious surface percentage;
• Include a description of the improvements to the existing boat ramp;
• Upland Development: Describe existing impervious surface or built upon area within the
575 AEC, the proposal to reduce the impervious area and show the total area and
include the existing and proposed impervious or built upon percentages within the 575'
AEC.
RECEIVED
DEC 18 2014
PPP,W:rMHA P- 17*

Mr. Roy Brownlow
N. C. Division of Coastal Management
Water's Edge Mobile Home Park Improvements (14061)
Emerald Isle, Carteret County, NC
December 18, 2014
Page 4 of 4
The Narrative is revised to include a description of boat ramp improvements, and a detailed description
and accounting of impervious areas for the existing and proposed conditions.
The engineering firm responsible for this application has changed to Arendell Engineers. The individuals
responsible has not changed. This is noted in Form MP-1 along with updated contact information.
In addition to the changes related to your email, some additional revisions were made based on our
meeting of this morning. Those changes are as follows:
• Coastal wetlands are identified on the drawings by a grass symbol on all drawings.
• The riprap sill along the edge of the coastal marsh is shown on all drawings and is identified on
sheet 02, "Existing Conditions."
• Manmade features on site are described more fully on Form DCM MP-1, 4.f.
• The number of residential units to be expanded in revised everywhere it appears to 24. That
includes the 23 existing units and one unit on lot 305 at the east end of the site that is now vacant.
• Percentages of impervious surfaces are shown to 2 decimal places.
• The description of boat ramp improvements is expanded on Form DCM MP-4, 8.a.
We will forward certified mail green cards to you when received.
Your review of the completed application documents at your earliest convenience is appreciated. If
addition revisions are required, please call us and we will try to make the changes on the same day.
Thank -you for your help on this project.
Sincerely,
ARENDELL ENGINEERS
J. W. (Bill) Forman, Jr., P.E.
President
Attachments
CC: Bobby Whitt, Watersedge Holdings, LLC
Fred Adams, Watersedge Holdings, LLC.
RECEIVED
DEC 18 2014
gRMA-MtWH P_RW

LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
DATE: August 7, 2014
SUBJECT: Land and soils evaluation of two linear areas within Waters Edge mobile home development to
determine site and soil characteristics for general usability with infiltration stormwater treatment
systems. Tract located between NC Hwy 58 (Emerald Drive) and Bogue Sound, Emerald Isle east
area White Oak Township, Carteret County, North Carolina. PIN# 631413230693000
TO: Waters Edge Corporation, dba (owner)
c/o Mr. Bill Forman, PE (agent) bill_ forman(ftearinoot.com
Bearing Point Consulting, Inc.
910 Arendell Street
Morehead City, NC 28557
[phone] [o]; [phone] [m]
The land and soils within two, separate, linear areas of the existing Waters Edge mobile home development were
evaluated on a qualitative and quantitative basis to determine the potential for on -site stormwater infiltration usage.
NCDENR-DEMLR "Stormwater Management" rules (NCAC 15-21-1-1000) and guidelines were used in making this
evaluation. New and revised NCDENR-DEMLR coastal stormwater rules became effective October 1, 2008 (NC
Session Law 2008-211) and are more rigorous than previous rules. This soil and site evaluation that consisted of
transects across the tract, free -style soils mapping and hand -auger soil boring descriptions, qualitative estimates of
the land and soil properties, quantitative hydraulic conductivity testing, and review of existing maps or information of
this area. This evaluation is a soil and site characterization to be used as part of an engineering design for a proposed
pervious pavement stormwater control and treatment system (see Bearing Point Eng drawing), and to fulfill the
requirements of NCDEMLR or local stormwater permitting and best management practices.
According to NCDENR-DEMLR rules, coastal stormwater may be treated by infiltrative devices, detention treatment
basins, or an equivalent alternative method when the proposed project is greater than 1 acre in size, has >12%
residential impervious surfaces, >10,000 sgft non-residential impervious surfaces, and are within 1/2mile of Class
S.A. Waters or their unclassified tributaries. Coastal lands that are >'/, mile from Class S.A. Waters or their
unclassified tributaries allow up to 24% residential impervious surface for low -density development, or 10,000 sgft
non-residential impervious surfaces, before requiring engineered stormwater treatment systems.
Waters Edge is bordered on the north by Bogue Sound which is tidal, saline water, and classified by NCDENR-DWR
as O.R.W. / S.A., or outstanding resource water / shellfish area. Based upon general topography, morphological
position, and water table depths, both surface and subsurface drainage is in a northern direction towards Bogue
Sound -100 - 300 linear feet from the two proposed project sites (see USGS map, Bearing Pt topo, and water table
depths). A high density project within this tract would likely require prescriptive engineered stormwater treatment
methods and design if new development's "built upon area" exceeds >12% impervious surface area. Infiltration
methods or infiltrative "best management practices" (BMP) are utilized for stormwater treatment on coastal high
density projects to preserve space or due to inadequate drainage outlets. Detention stormwater treatment ponds
may also be used if they do not directly discharge to S.A. waters through "effective infiltration" methods. Low density
projects defined as <12% to <24% residential impervious surface or <10,000 sgft non-residential impervious surface
should not require engineered stormwater treatment systems. All historically existing impervious surfaces should be
exempted from stormwater density calculations, and any new development or re -development would comply with
current NCEMLR stormwater requirements as much as practicable.
Principle soil and site standards for high density development with an engineered infiltration system are: —the
infiltration system's bottom must be >_2 It above the seasonal high apparent water table (may be reduced to 1 ft with site
RECWpr1c validation of soil types and wetness indicators); —must be capable of complete draw -down within a >3 to <5
OCT 0 6 39
DCM-M 1/ www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
R Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

days; —the soils hydraulic conductivity must be >0.52 in/hr; --must have >12 inches natural soil without a seasonal
water table before fill material is utilized; —historic fill materials (<1977) can be used as natural soils if it meets the
minimum site criteria stated above; —stormwater runoff must be controlled and treated on -site for a 1.5 inch rainfall,
or the difference in run-off from pre / post development conditions for the 1 year 24 hr annual storm event (-3.8
inches), whichever is greater. Detention stormwater ponds are to be designed to hob the calculated run-off volume
for a >3 to <5 day time period, and maintain the permanent pool elevation +/- 6 inches of the seasonal high apparent
water table.
This tract is located within a beach barrier, ridge / slough, maritime geomorphic setting of the lower Atlantic coastal
plains. The tract is historically developed (-1980's) as a residential development with mobile homes, paved roads,
driveways, and parking areas (see aerial photo). All of these historically developed areas should be credited as prior
existing impervious surfaces for any new stormwater design purposes and calculations. Slopes across the tract
range between 0 - 10%, and within the two project areas slopes range between 1 - 3%. General surface elevations
across the tract are 0 - <20 ft (amso, and within the two project areas 6 - 7 it and 10 -12 ft (ams0 (see USGS topo
map and Bearing Point base topo map). The natural soils are thick (>6 - 7 ft), fine to medium sand soil textures, with
loose structure, and minor surface disturbances or fill from historic development activities. General non -point surface
and subsurface drainage within this area appears to be in a south to north direction through surface and subsurface
drainage.
The enclosed land & soils map shows the land/soil types found (see soils map). The following is a brief description
of the land and soil types found, and potentials for stormwater treatment usage:
The "Green" Areas (see soils map) are natural, well to somewhat excessively well drained, sandy soil materials,
with possible minor to moderate surface disturbance or sandy rubble fill to 0 - <1 ft depths pending location. The
estimated seasonal high water static water table is +60 - 70 inches from the present surface, pending location and
based upon soil wetness indicators and general elevations. Soil types are similar to the Newhan soil series. Tested
and estimated hydraulic conductivity is >5 -20 in/hr to +70 inch depths from present surface, based infiltration testing
or soil texture and structure. General surface elevations range from -10 to 12 ft (amsq. The bottom of infiltration
stormwater treatment structures may be placed at moderately shallow depths (3 - 4 It depths from present surface
elevations) to maintain a 2 it separation .from seasonal high static soil wetness conditions. There are clear soil
wetness indicators of the seasonal high static water, and this area experienced unusually high rainfall (+5 - 6 inches)
just prior to this evaluation with a high soil water table. Thus, a 1 it separation to seasonal high static water table
should be warranted which would allow the bottom of infiltration basin at 3 - 3.5 It depths from present ground surface
elevations. in areas with surface disturbances or fill we recommend the general stormwater infiltration area to be
excavated 1.0 ft deep (pending location) down to the natural native soil materials and backfilled with clean fine -
medium sand materials if necessary. A recommended long-term loading rate for stormwater infiltration is -% the
lowest soil hydraulic conductivity test or -5 in/hr = -75 gaUday/sgft.. Another option could be utilizing "zero discharge"
best management practices, where the stormwater volume is widely dispersed over grassed areas at low velocities
towards low retaining berms through precise landscaping and soil amendments. A last alternative would be detention
pond treatment with discharge to grassed secondary treatment medians with "effective infiltration".
The "Yellow" Areas (see soils map) are natural, moderately well drained, sandy soil materials, with possible minor
to moderate surface disturbance or sandy rubble fill to 0 - <1 ft depths pending location. The estimated seasonal
high water static water table is +25 - 36 inches from the present surface, pending location and based upon soil
wetness indicators and general elevations. Soil types are similar to the Corolla soil series. Tested and estimated
hydraulic conductivity is >2 - 20 in/hr to +70 inch depths from present surface, based infiltration testing or soil texture
and structure. General surface elevations range from -6 to 7 ft (amsl). The bottom of infiltration stormwater treatment
structures may be placed at shallow depths (0 - 1 ft depths from present surface elevations) to maintain a 2 ft
separation from seasonal high static soil wetness conditions. There are clear soil wetness indicators of the seasonal
high static water, and this area experienced unusually high rainfall (+5 - 6 inches) prior to this evaluation with high
soil water table. Thus, a 1 it separation to seasonal high static water table should be warranted which would allow
the bottom of infiltration basin at 1 - 1.5 It depths from present ground surface elevations. In areas with surface
disturbances or fill we recommend the general stormwater infiltration area to be excavated 1.0 -1.5 ft deep (pending
location) down to the natural native soil materials and backfilled with clean fine -medium sand materials as necessary.
A recommended long-term loading rate for stormwater infiltration is -'/z the lowest soil hydraulic conductivity test or
�i OVA -75 gaUday/sqft. Another option could be utilizing "zero discharge" best management practices, where the
r1'i 06 2014
DCM-MHD CITY

stormwater volume is widely dispersed over grassed areas at low velocities towards low retaining berms through
precise landscaping and soil amendments. A last alternative would be detention pond treatment with discharge to
grassed secondary treatment medians with "effective infiltration".
The "Red Dots" (see soils map) are locations of soil boring descriptions which are attached as an amendment to
this report. Soil borings #8 thru #15 are within the proposed stormwater infiltration pervious pavement area, and are
marked in the field with orange pin flags. For reference and at each soil boring, the following table depicts
approximate surface elevation, relative to approximate seasonal high static water table indicator depth elevation:
Soil Boring
#
Approximate Ground
Elevation feet
Seasonal High Water Table
Depth inches / feet
Seasonal High Water Table
Approx. Elevation feet
1
7.1 It
35" / 2.8 It
4.3 it
2
6.6 It
26" / 2.21t
4.4 ft
3
6.4ft
25"/2.1ft
4.3111
4
7.3ft
33" / 2.8ft
4.5ft
5
6.6It
27" / 2.3ft
4.3ft
6
6.0 ft
25" / 2.1 It
3.9 ft
7
6.6ft
31" / 2.6It
4.0ft
8
11.7ft
70" / 5.8ft
5.9ft
9
11.0ft
68"/5.6It
5.4ft
10
10.7 It
62" / 5.2 It
5.5 It
11
10.6111
60" / 5.0ft
5.6it
12
10.7ft
60" / 5.0111
5.7ft
The "Red Circled Dots" (see map) represent saturated hydraulic conductivity test sites using the double -ring
infiltrometer method (Turf-Tec id 2.38" x od 4.251 within the proposed pervious pavement infiltration areas. Current
existing pavement prevented testing within the middle road area. All tests were immediately adjacent to the existing
road bed and will be representative of the natural soils and there infiltrative hydraulic conductivity. Where surface fill
or disturbance were present, the test was conducted at the first contact with natural soil materials ranging between
0 -12 inch depths from the present surface. The results of the double -ring infiltration testing are as follows:
Soil
Boring #
Depth Tested
inches
Hydraulic Infiltration Rate
in/hr
Design Loading Rate @50% of Ksat
al/da /s ft
1
06 - 08"
10.39
77.73
3
12 -14"
30.67
229.43
6
12 -14"
13.20
98.74
9
12 -14"
10.18
76.16
12
00 - 02"
9.30
69.53
These infiltration test rates are representative of uniform fine to medium sand textures and soil structure. It is
recommended the lowest rate from each site be utilized, and only 50% of that test rate used for a long-term design
loading to account for potential clogging and adequate time for hydraulic dissipation. On both of the proposed sites
the lowest infiltration rate was -10 in/hr. Using 50% of this rate results in a recommended long-term stormwater
design rate not to exceed 5 in/hr = 75 gal/dav/sgft.
Based upon this soils and site evaluation it appears the two proposed areas are conducive for stormwater infiltration
utilization with the following design considerations. Both areas should be thoroughly checked for historic surface fill
and disturbance over the natural soil, and if encountered be removed from the site prior to stormwater construction,
and back -filled with clean fine to medium sand materials if necessary for final grade. The "Green" area should have
stormwater bottoms at -4.0 to -4.5 It depths from present ground surface, or >4.4 to 4.9 It elevations to allow for a +1
It separation from seasonal wetness soil conditions. The "Yellow" area should have stormwater bottoms at -1.1 to
-1.8 ft depths from present ground surface, or >4.9 to 5.4 ft elevations to allow for a +1 ft separation from seasonal
wetness soil conditions. A recommended long-term stormwater loading rate for both of the proposed sites should be
55 in/hr or <_75 gal/day/sqft.
RECEIVED
OU 0 6 2014
DCM-MHD CITY

With pervious pavement stormwater structures, NCDEMLR guidelines require a post soils evaluation after the
infiltration treatment area has been site prepared and before any rock or pavement materials are placed on -site. We
will be glad to conduct these additional soil and site evaluations when properly notified to do so.
Careful planning and design should be exercised to insure adequate and usable soil areas are reserved and protected
within the proposed on -site stormwater treatment areas. The soil areas evaluated have slight limitations for usage
with on -site stormwater infiltration systems, pending final design, location, and minor site improvements. We
recommend using ''/z or less of the site's natural permeability or infiltration rate for the infiltrative stormwater system's
design rate. Historically existing impervious surfaces were extensive across this tract and should be measured and
given full credit for any new development stormwater calculations. NCDENR-DEMLR or local Universal stormwater
rules have the regulatory authority over stormwater systems, and they have final review, approval, and permitting
authority. These and other regulatory agencies must be contacted for their reviews, general concurrences, and
required permits before initiating any development activities. We recommend NCDEMLR and appropriate agencies
to review application plans or a site review for their concurrence as to site conditions and locations for any final design
considerations or concerns, and before actual construction.
Larry F. Baldwin, CPSS/SC
ARCPACS #2183; NCLSS #1040
Land Management Group, Inc.
RECEIVED
OCT !0 "
DC 40I' McP,QfT(Y

My l'opo Map Ynnt
rage i of i
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RECEIVED
OCT 0 B ?w
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http://map-pass.mytopo. com/maps/print_mytopo. asp?print=20&scale=8&layer=DRG&laye... 8/7/2014

•-Otumut%jla rratuic r vpvlt
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Printed JuN 02,
See Below for 6ixt
J� - 2' Feet
RECEIVED
Ocy 0 a 39
DCM4" M
http:/Ycarteret2.connectgis.com/DownloadFile.ashx"i=_ags-map835b35284ba84bbfbb7fd67-.. 712/2014

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4,

LAND & SOILS MAP PORTIONS OF WATERS EDGE RE -DEVELOPMENT AREA
RECEIVED FOR POTENTIAL ON -SITE STORMWATER INFILTRATION USAGE
OCT p 8 2014 Emerald Isle - White Oak Township - Carteret County - North Carolina
DCM-f�tH
This is a qual@ativeQ/itifative land and soils ecalua[ic*,
for planning and design purposes. Permit approvals may
require additional soil and site evaluations for regulatory
concurrences or
This is not an ac
-Usable soils for stormwater infiltration usage. Estimated seasonal high static
water table 60 - 70" from present surface. Tested / Estimated permeability
Ksat +5 - 20 in/hr. Similar to Newhan soil series surface disturbed phase.
Usable soils for stormwater infiltration usage. Estimated seasonal high static
water table +25 - 36" from present surface. Tested / Estimated permeability
Ksat +2 - 20 inthr. Similar to Corolla soil series surface disturbed phase.
SCALE: 1 Inch = 200 Feet
(all LMG lines paced! appproximate)
(survey & topo by Bearing Point Engineering)
AUGUST - 2014
89 Soil Boring Location and Description
12, Double -Ring Ksat Infiltration Test
and Soil Boring Location Description
LAND MANAGEMENT GROUP, INC.

RECevlio LAND & SOILS MAP PORTIONS OF WATERS EDGE RE -DEVELOPMENT AREA
00 06VIA FOR POTENTIAL ON -SITE STORMWATER INFILTRATION USAGE
DCM-MHD Ur'
Emerald Isle - White Oak Township - Carteret County - North Carolina
This is a qualitative / quantitative land and soils evaluation
for planning and design purposes. Permit approvals may
require additional soil and site evaluations for regulatory
concurrences or
This is not an ac(
-Usable soils for stormwater infiltration usage. Estimated seasonal high static
water table 60 - 70" from present surface. Tested / Estimated permeability
Ksat +5 - 20 in/hr. Similar to Newhan soil series surface disturbed phase.
Usable soils for stormwater infiltration usage. Estimated seasonal high static
water table +25 - 36" from present surface. Tested / Estimated permeability
Ksat+2 - 20 in/hr. Similar to Corolla soil series surface disturbed phase.
SCALE: 1 Inch = 200 Feet
(all LMG lines paced / appproximate)
(survey & topo by Bearing Point Engineering)
AUGUST - 2014
Be Soil Boring Location and Description
12. Double -Ring Ksat Infiltration Test
0 and Soil Boring Location Description
LAND MANAGEMENT GROUP, INC.

SOIL BORING DESCRIPTIONS WATERS EDGE STORMWATER INFILTRATION AREA
CARTERET COUNTY. NC 8-5-2014 PIN #631413230693000
REC
prT I
Boring #
Horizon
De th Linj
Texture
Structure
Color
1
Ap
00-03
S
Loose to Granular
PaleGrayBrown
Corolla
C1
03-24
S
Loose
PaleYellowBrown
SHWT
2Ab
24-30
S
Loose
PaleGrayBrown
34-36"
2C1
30-36
S
Loose
PaleYellowBrown
2C2
36-48
S
Loose
PaleYellow/LightGray
2C3
48-60
S
Loose
LightGray
2
Ap
00-04
S
Granular/Loose
PaleGrayBrown
Corolla
C1
04-26
S
Loose
PaleYellowBrown
SHWT
C2
26-36
S
Loose
YellowBrown red mttls
26-28"
C3
36-48
S
Loose
Yellow/Brown/Gray
C4
48-60
S
Loose
LightGray Brown mttls
3
Ap
00-03
S
Loose
GrayBrown
Corolla
C1
03-25
S
Loose
PaleYellowBrown
SHWT
C2
25-49
S
Loose
PaleYellowBrown red mt
25-28"
C3
49-60
S
Loose
LightGray
4
A
00-10
S
Loose
YellowBrownGray
Corolla
C1
10-32
S
Loose
PaleYellowBrown
SHWT
C2
32-48
S
Loose
PaleGrayBrown
32-34"
C3
48-60
S
Loose
Yellow/Brown/Gray
5
Ap
00-05
S
Loose
GrayBrown
Corolla
C1
05-27
S
Loose
YellowBrown
SHWT
C2
27-48
S
Loose
PaleYellow/GrayBrown
27-28"
C3
48-60
S
Loose
GrayBrown
6
AF
00-12
S - SL
Granular/Loose
YellowBrownGray
Corolla
C1
12-25
S
Loose
PaleYellow
SHWT
C2
25-44
S
Loose
PaleYellowBrown mttls
25-26"
C3
44-60
S
Loose
Yellow/Brown/Gray
7
AF
00-12
S - LS
Loose
GrayBrown
Corolla
C1
12-31
S
Loose
PaleYellowBrown
SHWT
C2
31-47
S
Loose
YellowBrownGray
31-33"
C3
47-60
S
Loose
GrayBrown
8
Ap
00-03
S
Loose
GrayBrown
Newhan
C1
03-36
S
Loose
PaleYellow
SHWT
C2
36-70
S
Loose
PaleYellowBrown
vm.
DCM-MHD CITY

Boring #
Horizon
Depth in
Texture
Structure
Color
9
AF
00-12
S-Gravel
Loose
YellowBrown/Gray
Newhan
C1
12-55
S
Loose
PaleYellow
SHWT
C2
55-68
S
Loose
PaleYellowBrown
68-69"
C3
68-70
S
Loose
PaleYellow red mttls
10
AF
00-12
S-Gravel
Loose
GrayBrown/Gray
Newhan
C1
12-62
S
Loose
PaleYellowBrown
SHWT
C2
62-70
S
Loose
PaleYellowBrown mttls
62-63"
11
Ap
00-03
S
Loose
PaleGrayBrown
Newhan
C1
03-50
S
Loose
PaleYellow
SHWT
C2
50-60
S
Loose
PaleYellowBrown
60-62"
C3
60-68
S
Loose
Gray/YellowBrown
12
Ap
00-02
S
Loose
PaleGrayBrown
Newhan
C1
02-50
S
Loose
PaleYellow
SHWT
C2
50-60
S
Loose
PaleYellowBrown
60-62"
C3
60-68
S
Loose
Gray/YellowBrown
L.F. Baldwin, CPSS/Sc#2183; NCLSS #1040
CZECvjfo
to 6 61014
DCM-WAD CO
8-5-2014

DOUBLE -RING INFILTRATION TEST
Turf-Tec Infiltrometer (id 2.38" x od 4.25")
TEST LOCATION: Watersedge Park, Emerald Isle, Carteret County, NC
DATE: August 5, 2014
Final test run after pre -saturation.
TEST SITE #
TIME
INCH READING
INCH DIF
IN / MINUTE
1
20.0
0.00
16.0
1.00
1.00
0.25
15.0
1.25
0.25
0.25
13.0
1.75
0.50
0.25
12.0
2.00
0.25
0.25
11.0
2.25
0.25
0.25
10.0
2.40
0.15
0.15
6.0
2.80
0.40
0.10
4.0
3.20
0.40
0.20
3.0
3.35
0.15
0.15
2.0
3.50
0.15
0.15
(GM Last 2 Readings)
TEST RESULTS:
0.173
inch/minute
10.39
inch/hour
Equivalent
155.47
gal/day/sqft
Recommend Design
Loading Rate 50% of Test Rate
77.73
gal/day/sqft
TEST SITE #
TIME
INCH READING
INCH DIF
IN / MINUTE
3
20.0
0.00
15.0
3.10
3.10
0.62
Refill
15.0
0.00
10.0
2.80
2.80
0.56
8.5
3.50
0.70
0.47
(GM Last 2 Readings)
TEST RESULTS: 0.511 inch/minute
30.67 inch/hour
Equivalent 458.86 gal/day/sqft
Recommend Design Loading Rate 50% of Test Rate 229.43 gal/day/sgft
ttECENED
OCj 0 g 1014
DCM-MRD CITY

TEST SITE # TIME
INCH READING
INCH DIF
IN / MINUTE
6 20.0
0.00
15.0
1.10
1.10
0.22
10.0
2.20
1.10
0.22
5.0
3.30
1.10
0.22
(GM Last 2 Readings)
TEST RESULTS: 0.220 inch/minute
13.20 inch/hour
Equivalent 197.47 gal/day/sgft
Recommend Design Loading Rate 50% of Test Rate 98.74 gal/day/sqft
TEST SITE # TIME
INCH READING
INCH DIF
IN / MINUTE
9 20.0
0.00
15.0
1.00
1.00
0.20
10.0
1.80
0.80
0.16
5.0
2.70
0.90
0.18
(GM Last 2 Readings)
TEST RESULTS: 0.170 inch/minute
10.18 inch/hour
Equivalent 152.33 gal/day/sqft
Recommend Design Loading Rate 500A of Test Rate 76.16 gal/day/sgft
TEST SITE # TIME
INCH READING
INCH DIF
IN / MINUTE
12 20.0
0.00
15.0
1.10
1.10
0.22
10.0
2.10
1.00
0.20
5.0
2.90
0.80
0.16
1.0
3.50
0.60
0.15
(GM Last 2 Readings)
TEST RESULTS: 0.155 inch/minute
9.30 inch/hour
Equivalent 139.06 gal/day/sqft
Recommend Design Loading Rate 500A of Test Rate 69.53 gal/day/sqft
Reews'D
OCR 0 g 1014
Ocu.WD CM

NC DENR- DIVISON OF WATER QUALITY 2B .0300
.0312 WHITE OAK RIVER BASIN
Class
Name of Stream Description Class Date Index No.
Hargetts Creek
From source to White Oak
C
06/01/56
20-25
River
Holland Mill Creek
From source to White Oak
SA;HQW
06/01/56
20-26
River
Cartwheel Branch
From source to Holland Mill
SA;HQW
06/01/56
20-26-1
Creek
Hampton Bay
Entire Bay
SA;HQW
06/01/56
20-27
Stevens Creek
From source to White Oak
SA;HQW
06/01/56
20-28
River
Pettiford Creek Bay
Entire Bay
SA;HQW
06/02/56
20-29
Pettiford Creek
From source to Pettiford
SA; BQW
06/01/56
20-29-1
Creek Bay
Mill Creek
From source to Pettiford
SA;HQW
06/01/56
20-29-1-1
Creek
Starkey Creek
From source to Pettiford
SA;HQW
06/01/56
20-29-2
Creek Bay
Mullet Gut
From source to Starkey Creek
SA;HQW
06/01/56
20-29-2-1
Dubling Creek
From source to White Oak
SA;HQW
06/01/56
20-30
River
Boathouse Creek
From source to White Oak
SA;HQW
06/01/56
20-31
River
White Oak River Restricted
That portion of White Oak
SC
06/01/56
20-32
Area
River within an area
bounded by a line running
in an easterly direction
from a point below Foster
Creek to east end of
SWanaboro Bridge (N.C. Hwy.
24), thus across bridge to
west and of bridge, thus
running along shore line to
a point below Foster Creek
Ward Creek
From source to White Oak
SC
06/01/56
20-33
River
Dennis Creek (Demkie Creek)
From source to White Oak
SC
06/01/56
20-34
River
Foster Creek
From source to White Oak
SC
06/01/56
20-35
River
Bogus Sound (Including
From Bogus Inlet (from a
SA;ORW
01/01/90
20-36-(0.5)
Intracoastal Waterway)
line running from the
eastern mouth of Hogue
Inlet to SR 1117 on the
mainland) to a line across
Bogus Sound from the
southwest aide of mouth of
Gales Creek to Rock Point
Deer Creek From source to Hogue Sound SA;ORW 01/01/90 20-36-1
Hunting Island Creek From source to Hogue Sound SA;HQW 06/01/56 20-36-2
RECEIVED
or.T 06 mu
DCM-MHD CITY
Page 9 of 16
2013-12-09 10:52:07

BOGUESOUND
N/F
PDLBEACH
PROPERTIES, LLC _
N/F
HILBURN, ANDREW C i 1 1 11
III ETUXVIVI
1
� 1 r
N/F
T 1 " WATERS EDGE
CORPORATION D/B/A
J�J----
1
HIGHWAY58
RECEIVED
nCT 0 0 7014
)CM-MHD CITY
PREPARED BY PROJECT TITLE: PREPARED FOR: DRAWING TITLE'S sue[*r
1�Vm�Ir� NT.S.
WATERS
SE EDGE
MOBILE WATEHOR'S EDGE MOBILE ADJACENT . oenmta
wATERSEOGEMORaE HOME PARK PROPERTY OWNER °""""°" A
HOME PARK EMERALD ISLE, NORTH CAROLINA aaw
waec*r
13033

TRANSMITTAL
PARENDALL
ENIL GINTAL EERS
910 Arendell Street DATE: 1/27/15
Morehead City, NC 28557
[phone] FAX [phone] FROM: J. W. (Bill) Forman, Jr., P.E.
TO: Roy Brownlow
M.0 Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
RE: Water's Edge Mobile Home Park — Drainage and Pavement Improvements CAMA permit
SENDING VIA ❑ FAX ❑ Postal ❑ UPS ❑ Email
❑ U.S. Mail ® Personal ❑ FedEx ❑ Other
Delivery
The following is transmitted:
COPIES
DATE
PAGES
DESCRIPTION
2
Certified Mail receipt (green) cards
1
1/23/15
6
Revised Project Narrative
1
1 /23/15
1
Drawing sheet 03, Revised for impervious area revisions
❑
As requested
®
For approval
❑
For information
❑
For signature RECEIVED
❑
For review and comment
❑
For distribution JAN 2 7 7015
❑
For bids due
_
DCM-MHD CITY
MESSAGE
Please contact our office if you need additional information.
Copy to:
signatur %

September 10, 2014
PDL Beach Properties, LLC
15 Rawls Road, Suite 100
Angier, NC 27501
Re: Drainage and Pavement
Water's Edge Mobile Home Park
Emerald Isle, Carteret County, North Carolina
To Whom It May Concern:
In accordance with the requirements of the Division of Coastal Management CAMA Major permitting
process, a copy of the permit application and supporting documentation for the referenced project is
provided for your information.
If you have questions concerning the proposed project, please contact myself or Mr. John Wade of
Bearing Point Consulting, Inc. in Morehead City at (252)-247-4200.
Please be advised that, if you have comments concerning the project, they must be submitted to the
Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division
of Coastal Management, 400 Commerce Ave, Morehead City, North Carolina 28557.
Thank -you for your assistance on this matter.
Sincerely,
BEARING POINT CONSULTING, INC.
W. (Bill) Forman, Jr., P.E.
Senior Engineer
Enclosures
cc: Mr. Dan Hill, Water's Edge Mobile Home Park Home Owner's Association
RECEIVED
OV 0 8 2014
DCM-MHD CITY
910 Arendell Street • Morehead City, North Carolina 28557 • Ph: 252.247.4200 • Fax:[phone] • www.BearingPt.com

September 10, 2014
Andrew C. & Vivi Hilburn
4305 Foxfire Lane
Wilson, NC 27896
Re. Drainage and Pavement
Water's Edge Mobile Home Park
Emerald Isle, Carteret County, North Carolina
To Whom It May Concern:
In accordance with the requirements of the Division of Coastal Management CAMA Major permitting
process, a copy of the permit application and supporting documentation for the referenced project is
provided for your information.
If you have questions concerning the proposed project, please contact myself or Mr. John Wade of
Bearing Point Consulting, Inc. in Morehead City at (252)-247-4200.
Please be advised that, if you have comments concerning the project, they must be submitted to the
Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division
of Coastal Management, 400 Commerce Ave, Morehead City, North Carolina 28557.
Thank you for your assistance on this matter.
Sincerely,
BEARING POINT CONSULTING, INC.
(Bill) Forman, Jr., P.E.
Senior Engineer
Enclosures
cc: Mr. Dan Hill, Water's Edge Mobile Home Park Home Owner's Association
910 Arendell Street • Morehead City, North Carolina 28557 • Ph: 252.247.4200 • Fax: [phone] • www.0earingPt.com

September 10, 2014
N.C. Division of Coastal Management
Morehead City Regional Office
400 Commerce Avenue
Morehead City, NC 28557
Re. Authorized Agent Agreement
Water's Edge Mobile Home Park
Emerald Isle, North Carolina
To Whom It May Concern:
This is to inform you that James W. (Bill) Forman, Jr., P.E, and Bearing Point Consulting, Inc. is the
Authorized Agent for the referenced project. Mr. Forman is authorized to act on behalf of the applicant
on matters related to the CAMA Major Permit and related federal permits.
Please call me if you have any questions or need additional information.
Sincerely,
10,
Dan Hill, President
Water's Edge Mobile Home Park Owner's Association
i*awel)
V.1 0 610A
OCM0Hp cm

` AARENDELL
.� ENCIVIL - GINE,po EN
105 North loth Street
Morehead City, North Carolina 28557
[phone]
BY CERTIFIED MAIL
December 18, 2014
Andrew C. Hilburn III
4305 Foxfre Lane
Wilson, NC 27896
Re: Drainage and Pavement
Water's Edge Mobile Home Park
Emerald Isle, Carteret County, North Carolina
To Whom It May Concern:
In accordance with the requirements of the Division of Coastal Management CAMA Major permitting
process, a copy of the permit application and supporting documentation for the referenced project is
provided for your information.
We sent you this notification earlier and are sending it again because the project has changed slightly. If
you have questions concerning the proposed project, please contact me or John Wade of Arendell
Engineers in Morehead City at (252)-622-4338.
Please be advised that, if you have comments concerning the project, they must be submitted to the
Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division
of Coastal Management, 400 Commerce Ave, Morehead City, North Carolina 28557.
Thank you for your assistance on this matter.
Sincerely,
ARENDELL ENGINEERS
(Bill) Forman, Jr., P.E.
Senior Engineer
Enclosures
cc: Bobby Whitt, Water's Edge Mobile Home Park Home Owner's Association
Roy Brownlow, N. C. Division of Coastal Management, Morehead City, NC

A ARENDELL
" ENGINEER:
CIVIL � COASTAL [NVIPONNFMiPL
105 North 10th Street
Morehead City, North Carolina 28557
[phone]
BY CERTIFIED MAIL
December 18, 2014
PDL Beach Properties, LLC
15 Rawls Road, Suite 100
Angier, NC 27501
Re: Drainage and Pavement
Water's Edge Mobile Home Park
Emerald Isle, Carteret County, North Carolina
To Whom It May Concern:
In accordance with the requirements of the Division of Coastal Management CAMA Major permitting
process, a copy of the permit application and supporting documentation for the referenced project is
provided for your information.
We sent you this notification earlier and are sending it again because the project has changed slightly. If
you have questions concerning the proposed project, please contact me or John Wade of Arendell
Engineers in Morehead City at(252)-622-4338.
Please be advised that, if you have comments concerning the project, they must be submitted to the
Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division
of Coastal Management, 400 Commerce Ave, Morehead City, North Carolina 28557.
Thank you for your assistance on this matter.
Sincerely,
ARENDELL ENGINEERS
L I'Y
. (Bill) Forman, Jr., P.E.
0
Senior Engineer
Enclosures
cc: Bobby Whitt, Water's Edge Mobile Home Park Home Owner's Association
Roy Brownlow, N. C. Division of Coastal Management, Morehead City, NC

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PS Form 3800, August 2006 See Reverse for Instructions

r
Brownlow, Roy
From:
Brownlow, Roy
Sent:
Monday, October 13, 2014 3:58 PM
To:
'Bill Forman'
Cc:
Davenport, Ryan
Subject:
Water's Edge MHP Improvements Application
Mr. Foreman,
Hope this finds you doing well.
Thank you for submitting a CAMA Major Permit application package on behalf of Mr. Dan Hill, representative for the
Water's Edge Mobile Home Community in Emerald Isle, Carteret County. The DCM received the application on October
6, 2014. A review for completeness of application has been conducted and there are still some items outlined in this
email correspondence that need to be addressed before the NC Division of Coastal Management can accept the
application as complete:
�!) Please provide a current and accurate map of the impervious surface breakdown. The map should include
calculations that show the total lot area within the 575' ORW AEC; the total impervious square feet within the
575 AEC; the total percent of impervious coverage and/or built upon area within the 575 AEC;
V1) Please provide a map showing the proposed paving plan with calculations of existing, proposed and
--demonstrate no new net gain of impervious coverage from what is existing;
Need to show the Area of Environmental Concern as an Outstanding Resource Water (ORW) 575' area (75'
Estuarine Shoreline shown on maps submitted).
Need to provide signed certified mail receipts from the adjacent riparian property owners (copies of the white
certified mail receipts will allow us to proceed with the process).
Form DCM MP-1, 3.d: the major waterbody is Bogue Sound;
Form DCM MP-1, 41: need to add other existing structures (i.e., storage sheds, enclosed and unenclosed
porches/decks, covered unenclosed pavilion, etc); &Vsr c
-17) Form DCM MP-1, 5.b: Include boat ramp improvements, drainage swales and any other proposed development;
"1�) Form DCM MP-1, 5.e: should state "Both";
. 4 Form DCM MP-1, 6.b: Need to show lot 305 (vacant - impervious) see item #1 above;
0) Form DCM MP-1, 6.f: See item #4 above;
Form DCM MP-3.a: Need to put NA or None proposed. — i�°S� 4¢ {� /7Zp CNa Nr P)
Form DCM MP-3.g: Need correct impervious/built upon area calculations in the 575' AEC- not clear what the
14.37% represents;
`1) Form DCM MP-3.o: Please provide the date the parcel was platted;
.•L41) Form DCM MP-4.f: Enter "No" for boatlifts proposed;,
Form DCM MP-4.7a - d: Provide distance of the boat ramp from the adjacent riparian property lines, distance to
docks, ater depths at the end of the boat ramp, width of water body at project site. On 4.e put "NA".
Proje Narrative:'
A Include a description of the no new net gain in built upon area or gain in proposed impervious surface
percentage;
Include a description of the improvements to the existing boat ramps-- 04 "' 4
• Upland Development: Describe existing impervious surface or built upon area within the 575 AEC, the
st proposal to reduce the impervious area and show the total area and include the existing and proposed
�� HH U��J � pervious or built upon percentages within the 575' AEC.
US � f UY t N NArMa U ,
I would like to schedule a meeting at your convenience to discuss these items to the application package. Please call me
at your earliest convenience to do so at: 252-808-2808 ext 217. If you have any questions or concerns in the interim,
please feel free to contact me.
1

Thank you,
Roy Brownlow
nvy oiuvrniovr
District Manager�.Di�
& Compliance Coordinator
NC Division of Coastal Management ,
400 Commerce Ave
Morehead City, INC 28557
[phone] Extension 217
o,.., o..,... Ma ..,n,,..ae,,. ,...,,
Coastal Managements quarterly newsletter, the CAMAgram.
E-mail correspondence to and from this address maybe subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Corporations Division
Page 1 of 1
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 (919(807-2000
Click Here To:
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Prev Legal: WATERSEDGE CORPORATION
Legal: WATERSEDGE HOLDINGS, LLC
Limited Liability Company Information
Scald:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
0356680
Current -Active
Current
Domestic
11/30/1994
January
NC
Denning, Everette W.
Mailing:
218 Briarcliff Lane
Cary, NC 27511-3901
Principal Office:
218 Briarcliff Lane
Cary, NC 27511-3901
Reg Office:
218 Briarcliff Lane
Cary, NC 275113901
Reg Mailing:
218 Briardiff Lane
Cary, NC 27511-3901
Company Officials
Member: Everette W Denning
218 Briarcliff Lane
Cary NC 27511-3901
Member. Dan Hill
13400 Bold Run Hill Road
Wake Forest NC 275873901
Account
Login
Register
http://www.secretary.state.nc.us/Search/profcorp/10139323
12/22/2014

ROMMAIALO a,
MAI
It
Now`

CAMA Maior Development Permit Application Checklist
This checklist is provided solely as an informational resource to assists in the
preparation of the permit application. Although this checklist is not required to be filled
out as part of the permitting process, nor is it required that this checklist be provided to
the Division of Coastal Management (DCM), the items included within the checklist are
required to complete the permit application.
During the pre -application or application submittal meeting, a DCM representative will
sit down with you and review the application package for completeness. The Division
representative will refer to this checklist to determine whether or not an application is
deemed to be complete or insufficient. if an application package is deemed incomplete,
the specific deficiencies will be noted on the application checklist. A copy ofthe checklist
will be provided to the applicant, or applicant's agent, at the end of the meeting. Once
the items have been addressed, the applicant or agent should contact the local field
representative to reschedule a final meeting.
PERMIT APPLICATION FORMS
All applicants must completely fill out all three pages of the DCM MP-1 form. Depending
on the scope of the proposed development, you will also need to fill out some or all of the
additional forms) listed below. A checkmark beside the applicable form(s) indicates that
the forms are required for the proposed development.
MP-2
Excavation and Fill Information
✓MP-3
Upland Development
_t�/ MP-4
Structures Information
MP-5
Bridges and Culverts
MP-6
Marina Development
* All questions on the application form(s) must be complete, or the letter "N/A"
must be placed in each item that does not apply to your proposed project.
* All of the information provided in these forms must accurately correspond with
the submitted workplan drawings.
WORKPLAN DRAWINGS
All drawings must be neat, clear, and of standard size to permit photographic
reproduction. If blue prints or sheets larger than I P x 17" are used, 27 copies must be
submitted (it is advisable to request that a Division representative inspect a final copy of
the workplan drawing(s) prior to making the required 27 copies). Drawings larger than
11" x 17" should be folded to legal size or smaller. t
, The workplan drawings must beal"=
wn to an engineers scale (1"-200' or less)
(example 1"=30'), 1"=50', 1"=6', etc.). The scale must be indicated on the
drawings.
The following list of items must be indicated on the workplan drawings. No application
or workplan drawings will be accepted as complete until all of the applicable items on
the checklist have been approved by the DCM.
did

I, CHECKLIST Cont.
A DCM representative will review the permit application and workplan drawing(s) and
mark off each item(s) listed on the checklist that is deemed to be complete. An item that
has not been "checked off' indicates that additional information is needed in order to
accept the application as complete, or that the item is "Not Applicable " to the proposed
project. A copy of the checklist will be provided to you at the end of the pre -application
meeting, or submission meeting, once the entire permit application package has been
reviewed.
Worknlan Drawines
Simple Title Block (indicating name of applicant)
Drawing Number(s) — (example: drawing/page/sheet 1 of 4)
_ Date workplan was prepared
Vicinity Map
Standard North arrow
Legend and scale
Dunes (primary and frontal dunes if applicable for development within the
/ Ocean Hazard Area of Environmental Concern)
Shoreline
✓ Waterbodies (indicate name of water body)
�►� Width of adjacent water body
Marsh Lands (federal wetlands)
Coastal Wetlands (indicate both upper and lower limits)
"404" Type Wetlands LOT 705 J3G
�'�and�roposed s N � z o,cce..�.fJ I
x eas and dimensions of proposed excavation (for both high ground
and in water excavation
N Exact areas and dimensions for fill and -or spoil disposal (for both high
��/ ground and in water fill)
_Ta Existing water depths relative to Normal Water Level (indicate datum
used to determine depths and whether or not soundings were collected
based on elevation or vegetation; also indicate proposed water depths for
dredging projects) I
Approximate Normal Water Leve L ��
A Approximate Normal Low Water (NLW)
Property boundaries
T Riparian Corridors (for structures located over public trust waters)
Distance of proposed structures to the federally maintained channel(s)
Names of adjacent property owners
Area of Environmental Con (lard
dary (example: 75-foot
Estuarine Shoreline AEC 75-foohoreline ORW Shoreline
x AEC, Ocean Hazard AE AEC, etc.)
✓ 30-foot Coastal Shoreline Buffer
Ji (� First Line of Natural Stable Vegetation
Small and Large Structure setbacks
�[o Depth and elevation of existing structures
_moo Proposed work relative to the existing ground level
CHECKLIST Cont.

i Cross -Sectional (side -view) Drawin¢(s)
DWQ Riparian Buffer Zones
Elevation of existing dunes (applicable to Ocean Hazard projects)
First floor and building height elevations relative to Mean Sea Level
(MSL) for any proposed buildings
Roadway cross-section (including right of way limits)
* If you are planning to submit color drawings with the application package,
uniquely color -code and label the natural features as indicated below:
EstuarineShoreline AEC
Normal High Water — (in Blue ink) --------------- MH W--------------
Normal Low Water — (in Black ink) --------------- MLW--------------
Coastal Wetlands — (in Green ink) --------------- C Ws ---------------
Federal "404" type Wetlands — (in Magenta ink)----------404 wetlands---------
PropertyBoundaries ----Property boundary/line-----
75-foot Estuarine Shoreline AEC---------75' Estuarine Shoreline AEC---------
575-foot ORW Shoreline----------575' ORW Shoreline----------
30-foot Coastal Shoreline Buffer----------30' Coastal Shorline Buffer----------
OceanHazard AEC
Ocean Hazard AEC ----------Ocean Hazard AEC -----------
Small Structure Setback ---------????' Small Structure Setback----------
Large Structure Setback ---------????' Large Structure Setback----------
FirstLine of Natural Stable Vegetation --------First Line of Vegetation-------
OTHERREQUIRED INFORMATION
(checkmark indicates that information is complete)
Project Narrative
_ )ct�ft Application Fee
_ )C- Signed Certified Mail receipts from adjacent riparian property owners
Deed (or other legal instrument under which the applicant claims the right
to develop the property in question)
✓ Consultant/Agent Authorization agreement form
Wetlands Delineation Approval (from the U.S. Army Corp of Engineers)
Stormwater Management Certificate
Ocean and Inlet Hazard Notices
_ Other Information (any supplemental information that the Division of
Coastal Management requests for processing)
�[k Primary Nursery Area (PNA)
Submerged Aquatic Vegetation (SAV)
_ X— �jOutstanding ResourceJDVaters (ORW)
Shellfish Waters _Open _Closed
5A
Applicant/Agent signature DCM Representative Date

REP COPY
Form DCM MP-1 (Page 4 of 4)
DEC 3 D ru,
APPLICATION for
CCr.S-nnv; Major Development Permit
.,.. _ ...�qk.. t=T ,•�. -a;.:i .':v� •L:^,'^�r.z�Y'f,.-::?F; k' k.yc. ^.,."4..;31 -:
�idal8odl infoa,yop , • ti
:J{i, dj o�r'(o tl�ls wlrtPi llrc�(kn:forrh�:(M 1J. b¢Ior 11— NO, igtbe"„ /�iJt�)ri6 re apPJca
n r q}r�eveio �r'en_tJiy o TM lease ns�iY'II-
prg rp P ry� S^Y = A k ry W .WN�r'2f� i
g.
�e�j-e.�
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.
a. 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 certli led mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Dhrision of Coastal Management
eN agggqnndi'r1ry�T"+.� I t* r � • �t�'��,y._'Aei3„ �vrr'.,5- ,1..`�r x`s"�t�'�) � <.' ',� � �tb a'>A° H'w`yP'wggv�'�u ti:
.�+�naF xfl r •Yule 3N.F'r - Ikt s. s+"-➢ ,r•-�i`ui'-s+ x. a E td'' Sri 14ZVat s
. �l4sUgeF.k+���.+�'.sl, .., 4}., .��n� ;• �saa'.';P".'�.a,, a'S��"c'a F�'"roa `£�t�t. rw3�
Name PDL Beach Propertles LLC Phone No.
Address 15 Rawls Road, Suite 100, Angler, NO 27501
_��,J(.4 °^..H..".-' _ski+1 .,.T�.. .�"S;�S C.,�✓. '.•.ti :"`:='X":._;�^.. .yc..._. ... �
9. A list of previous state or federal permits Issued for work on the project tract Include permit numbers, pennittee, and Issuing dates.
h. Signed consultant or agent authorization forth, Ifapplicable.
I. Welland delineation, if necessary.
J. A signed AEC hazard notice for projects In oceanfront and Inlet areas. (Mast 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,
I understand that any permit Issued in response to this application will allow only the development descried 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
eater 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 �Print Name Bobby Whitt, Presiden
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and FIII Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
REP COPY
252.808-2808 :: 1-888-4RCOAST :: www.necoastalmanagement.net

Form DCM iNP-4 (Structures, Page 4 of 4)
REP COPY
WA
a. proximity of structure(s) to adjacent riparian property lines
Note: For buoy or mooring piling, use arc of swing Including length
of vessel.
c. Width of water body
over 11,000 ft
e. i9 Will navigational aids be required as a result of the project?
❑Yes ❑No NNA
n If yes, explain what type and how they will be Implemented.
b. Proximity of structure(s) to adjacent docking facilities.
d. Water depth at waterward end of structure at NLW or NWL
a. Give complete description: .
Demolition of approximately 559 square feet of concrete pavement with approximately 656 square feet of concrete pavement
with curbs.
252-808.2808 :: 1-888-41RLCOAST :: www.nccoastalmanaaement.net
REP COPY
revised: 17JZ7106

Form ®CM MP-3 (Upland Development, Page 2 of 2)
RECEIVED
DEC 3 0 Pil,
DCM-Mrrr...
in. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Existing drinking water supply from Bogue Banks Water
Corporation will be maintained.
o. When was the lot(s) platted and recorded?
January 23, 1996
le.&Pavement Rehabilition, Water's Edge Mo
Plioaut.Name t"z,
Bobby Whtt, President
777Lc'+.
REP COPY
n. (1) Will water be Impounded? ❑Yes ®No ❑NA
(li) If yes, how many acres?
p. If proposed development is a subdlvislon, will additional utilities be
Installed for this upland development?
❑Yes ®No ❑NA
252-008.2808 :: 1.888•4RCOASY :: w .nccoastalmananement.net
REP COPY
revised: 12/26/06

iF
I I
CONCRETE BOAT RAMP TO BE
DEMOLISHED AND REPLACED,
MATCH EX. END OF RAMP
6' CURB EACH SIDE,
SEE DETAIL THIS SHEET
'
`. / l I
END ASPHALT
_ 1,1
\I
I
I \1
I I
I
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/
\ 1
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ASPHALT TO
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BE REPLACED'
/
b-�b�i/
bib
MEAN HIGH WATER
END CURB F,1fi
!ri aY I ,4 1 a4
E,X TIMBER 30'CAMA BUFFER
EPS I"
PROVIDE SAW CUT
JOINTS @ 20" O.C.
\ - CONCRETE
\ CURB & GUTTER
BOAT RAMP - PROPOSED PLAN
SCALE: 1" = 20'
m ARENDELL
"� EiJG€KIEERS
105 NOM 1081 Street, Sulte 4
MDrehead City, NC 28557
(252)M4338
Fax: (252) 622AW5
North Cahn Cubka8m Na C-1589
CLIENT.'
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
6" CURB SHALL BE PART #4 @ 12' O.C.
OF RAMP CASTING EACH DIRECTION
4 5,000 PSI 4"
12 CONCRETE
BOAT RAMP
6" NCDOT
#57 STONE
PROPOSED BOAT RAMP SECTION
SCALE: 1" = 4'
4' 5,000 PSI CONCRETE
BOAT RAMP
i ft —
6" NCDOT #57 STONE `
12" NCDOT #4 STONE
END OF RAMP
11MEAN TIDE LEVEL
2J,':'1����'fii��ir:�ir�i%�2�i�
END OF RAMP PROFILE
SCALE: 1" = 4'
PRELIMINARY DRAWINGS
NOT FOR CONSTRUCTION
PRWECL
DRAINAGE & PAVEMENT
WATER'S EDGE MOBILE HOME PARK
RECEIVED
FEB 2 6 ?M
FORM-WIFlq P"
ALL ELEVATIONS RELATIVE TO
NAVD 88 VERTICAL DATUM.
DRAWLN6777LE.
BOAT RAMP PLAN
AND DETAILS
SGUE
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CONCRETE BOAT RAMP TO BE
DEMOLISHED AND REPLACED,
MATCH EX. END OF RAMP
EX. TIMBER
BULKHEAD
_ _ — — — — —
6" CURB EACH SIDE,
SEE DETAIL THIS SHEET /
i
111 t l END ASPHALT
I \\ I
I I I
\ I I
\ I
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ASPHALT TO _
/ I BE REPLACED
MEAN HIGH WATER
END CURB
EX. TIMBER 30' CAMA BUFFER STEPS
a /
PROVIDE SAW CUT /
JOINTS @ 20' O.C.
6" CURB SHALL BE PART --L iW @ 12" O.C.
OF RAMP CASTING EACH DIRECTION
4" 5,000 PSI
4" CONCRETE
12'
BOAT RAMP
6" NCDOT
#k57 STONE
PROPOSED BOAT RAMP SECTION
\ SCALE: 1" = 4'
~ 4" 5,000 PSI CONCRETE
BOAT RAMP END OF RAMP
_ MHW 1.1T
5.00, MEAN TIDE LEVEL
II
MLW -1.W 1.5 '
I I \� �Q 6" NCDOT #57 STONE a —
\ CONCRETE — —
CURB & GUTTER 12" NCDOT #4 STONE
\ / - END OF RAMP PROFILE
SCALE: 1" = 4'
BOAT RAMP - PROPOSED PLAN
SCALE: 1" = 20'
AARENDELL
105 North 10N Street, Suite 4
Morehead Cdy, NC 28557
[phone]
Fax: [phone]
North Cardin Cu ficaUm No. C-1509
CLIENT
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
RECEIVED
DEC 18 2014 PRELIMINARY DRAWINGS
NOT FOR CONSTRUCTION
DGM-MHB F..ITV
PROJECT.
DRAINAGE & PAVEMENT
WATER'S EDGE MOBILE HOME PARK
ALL ELEVATIONS RELATIVE TO
NAVD 88 VERTICAL DATUM.
DRAWING 777LE:
BOAT RAMP PLAN
AND DETAILS
AS SW
UAW
JJw
JWF
14061

RECEIVED
OCT 0 6 2014
DCM-MHD CITY
910 ARENDELL STREET
BEARING MOREHEAD CITY, NC 25557
( TI�TCj' PHONE: )247-7300
1111 �V1 1 FAX: [phone]
xMw.6BBre1,QPL[aR
WENT
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
75' AEC
LINE
j 1.7 3
PROJECT
DRAINAGE & PAVEMENT
WATER'S EDGE MOBILE HOME PARK
EX. 36" STORMWATER
PIPE, OUTFALL TO SOUND
L�
ALL ELEVATIONS RELATIVE TO
NAVD 88 VERTICAL DATUM.
EX. STORMWATER
CATCH BASIN
UNPAVED ROAD
SCALE (IN FEET):
0' 100, 200'
�rr
DRAWING TIRE:
P•100'
EXISTING CONDITIONS
02
w E WNw14
.uw
JWF
woccr• 130M

BOGUESOUND
TIMBER PIER, TYP.
q -9
BOAT RAMP TO
BE RECONSTRUCTED
'MEAN HIGH
WATER
GRASS SWALE
#3, 8' WIDE
75' AEC \\ E --\
PROP. ASPHALT I j
REPAVING,18' WIDE
PROP. 15' 0 `
STOt{RMWATER PIPE --I,
PROP. CATCH BASIN COURTNEY COURT / J/
PROP. PERVIOUS PAVER r
REPAVING, 18' WIDE,
3,550
TIMBER & VINYL
BULKHEAD
wp
ARENDELL STREET
MOREHEAD CITY, NC 2M7
P ONE:(25)24742DO
PHONE: (T52)247J2G0
FAX: [phone]DO
w bwnngpt=
FIRAMME,
GRASS SWALE
#2, 8' WIDE
TIMBER PIER, TYP.
I
20' CAMA
BUFFER
PROP. PERVIOUS PAVER
REPAVING,18' WIDE,
5,436 SF
1 �-
pro
Lam.•
CLIENT'
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
EX. 36' STORMWATER
PIPE, OUTFALL TO SOUND
GRASS SWALE #1,
'WIDE
EX.STORMWATER
CATCH BASIN
UNPAVED ROAD
TO REMAIN
\ 30)— \fir
to
f
PROJECT.
DRAINAGE & PAVEMENT
WATER'S EDGE MOBILE HOME PARK
uRAN9MG TnLE
HOMES TO BE INCREASED
ASPHALT REPLACEMENT
®PERVIOUS PAVER
REPLACEMENT
SCALE (IN FEET):
0' 100' 200'
PROPOSED SITE PLAN
r=1ar
SCALE (IN FEET):
0' 100' 200'
PROPOSED SITE PLAN
r=1ar
.�
03
OS'1M4
ILN
JAr
13033

�VPER
CONCRETE CURB / EDGES TO TIE INTO
I
3
S PAVERS
AND GUTTER / EXISTING GRADE
/
5
ETE EDGE
100.00'
NY CAMA
S
BUFFER
I
� 1 50%SLOPE,
\
_ 10r. - — - -- -
MEAN HIGH WATER
EX. RESIDENCE,
TIMBER & VINYL I TIMBER PIER
CURB OUTLET WITH TYPICAL • 76 AEC LINE I
BULKHEAD
RIP -RAP PROTECTION
I
GRASS SWALE #1 - PLAN
SCALE: 1" = 20'
CONCRETE CURB EDGES TO TIE INTO \
/
AND GUTTER 75' AEC LINE EXISTING GRADE /
PERVIOUS PAVERS
/
W/ CONCRETE EDGE
I
90.0' ik�/VBULKHEAD
TIMBER PIER
1.67%SLOPE \
�
\ 1YL
\1CURB
/
OUTLET WITH �RIP-RAP
PROTECTIONMEAN
HIGH WATER
EX. RESIDE E' NY&MABUFFER
O C
GRASS SWALE #2 - PLAN �
SCALE: l" = 20'
RECEIVED
OCT 06?M4
DCM-MHD CITY
VINYL & TIMBER
MEAN HIGH WATER BULKHEAD
TIMBER PIER
V6131 �A4 C
910 ARENDELL STREET
MOREHEAD CITY, NC 28557
PHONE: [phone]DO
FAX: [phone]D0
w besnrgpt.oDm
' TIMBER BULKHEAD
30' CAMA BUFFER /
r 50.0'
1.25° �10'
EDGES TO TIE INTO -
/ EXISTING GRADE
75AEC LINE
j RIP RAP OUTLET
f PROTECTION
i
/
\ 1 15" 10 STORMWATER PIPE / ASPHALT PAVEMENT
I — —
GRASS SWALE #3 - PLAN
SCALE: 1" = 20' e�
l
CLIENT PROJECT.' DRAWING TITLE:
WATER'S EDGE MOBILE HOME PARK DRAINAGE &PAVEMENT SWALE -PLAN VIEW
3200 EMERALD DRIVE EMERALD ISLE, NC 28594 WATER'S EDGE MOBILE HOME PARK
ecwe
affrr
AS SHOWN
nAre.
09110/14
04
iiN
reena�m ar.
0NF
mocc*r 13033

CONCRETE
CURB CUT
EXTEND SOD TO
TOP OF SLOPE
GRADE INTO
EX CONTOUR
RECEIVED
OCT 0 611w
DCM-MHD CITY
�- VARIES
TOP OF MATCH
W W W ... T .� •- SWALE
W W Y Y W W W W W W SLOPE
EX. GRADE
W Y W Y SLR
RIP RAP INLET T W Y W Y Y Y Y Y W Y W W W W ram.
PROTECTION -� W Y W Y Y Y ..
W Y Y
JUTE MESH
q- OF SWALE
10,
2"
BERMUDA OR CENTIPEDE SOD
FOR PERM STABILIZATION
JUTE MESH
GRASS SWALE SECTION
SCALE: 1" = V
NO. DESCRIPTION BY DATE
ET
MOREHEAD CITY, NO 28557
PHONE (252)247A200
FAX [phone]
W ,beanngptIw,
rLGRASS SWALE PROFILE
SCALE: 1" =1'
TIMBER PIER, TYP.
VINYL & TIMBER
BULKHEAD
BURY EDGE LEVEL
OF JUTE MESH SPREADER
MATCH
EX. GRADE
� 75' AEC LINE
/ GRASS SWALE \
CLIENT
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
MATCH TO
EX. GRADE
LEVEL SPREADER TYPICAL DETAIL
SCALE: 1" =1'
PROJECTDRAWING TITLE
DRAINAGE & PAVEMENT SWALE DETAILS
WATER'S EDGE MOBILE HOME PARK
AS SHOWN
09110114
onw mm
3Jw
O�
3WP
PiOHiI 1303

TIMBER PIER, TYP
VINYL & TIMBER
BULKHEAD
CONCRETE BOAT RAMP MEAN HIGH WATER
TO BE RESURFACED
EX. TIMBER EX. TIMBER 30' CAMA BUFFER
BULKHEAD �',. ; �STEPS
6" CURB EACH SIDE,
SEE DETAIL THIS SHEET /
I \\ I
I 76 AEC LINE i
I I
/ ASPHALT TO
/ I BE REPLACED
i
i
i
Z
RECEIVED
OCT 0 i 2014
DCMVHD( ffY
PROVIDE SAW CUT
JOINTS @ 20" O.C.
!•a•s
♦••H" CONCRETE
CURB & GUTTER
.......
BOAT RAMP - PROPOSED PLAN
SCALE: 1" = 20'
910 ARESTREET
MOREHEAD CITY, NC 28557
PHONE: NE: (25(252) 24742(10
FAX: [phone]
w .beanngpt.m
6" CURB SHALL BE PART #4 @ 12" O.C.
OF RAMP CASTING EACH DIRECTION
4" 3,500 PSI
12' CONCRETE
BOAT RAMP
W NCDOT
#57 STONE
PROPOSED BOAT RAMP SECTION
1 I SCALE: 1" = 4'
CLIENT
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
4" 3500 PSI CONCRETE
BOAT RAMP
-m
6" NCDOT #57 STONE
12" NCDOT #4 STONE
END OF RAMP PROFILE
SCALE: 1" = 4'
END OF RAMP
MLW -1.94'
ALL ELEVATIONS RELATIVE TO
NAVD 88 VERTICAL DATUM.
PROJECT DRAWING TITLE:
DRAINAGE & PAVEMENT BOAT RAMP PLAN
WATER'S EDGE MOBILE HOME PARK AND DETAILS
a
Assiax4
D.n:
09 01 4
�6
�.ap 33w
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REP COPY BOGUE SOUND
TIMBER PIER, TYP. —
n EXISTING
l BOATRAMP
`APPROXIMATE MEAN v
HIGH WATER
30' CAMA
BUFFER
s a 12'
_ _ I MOBILE HOME, TYP.
76 C LINE / % / / ( r-
lz
,:.
`I
EX. 18' TYP. ASPHALT
ROADWAY
ce COURTNEY
„.:.EiVEC—
i
OCT 0 6 2014
DCtv9-MHD CITY
B .��
MO ENDELL Y, NC 2
0.�REHEAD CITY, NC 8557
PHONE: [phone]DO
FAX: (2q 247-7300
w beanngpt.=
TIMBER & VINYL
BULKHEAD
TIMBER PIER, TYP.
APPROXIMATE MEAN
HIGH WATER
30 CW
AMA
_-"
BUFFER 30'
:;?-, -I_ )
0
r
� +-
i�■1, he ■ill ram: -'•� ,—J
J
HIGHWAY 58
CLJENT:
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
rtev7
EX. 36" STORMWATER
PIPE, OUTFALL TO SOUND
J
o VI
e
�t EX I8 . ASPHALT \ � 1 ° t 4AP.
OROADWAY ' 10,
Ws 9b
J
A7 ow
MAR W
PROJECT.'
DRAINAGE & PAVEMENT
WATER'S EDGE MOBILE HOME PARK
EX. STORMWATER
CATCH BASIN
ORI;c\9d17:i67:1']
c (�
ITS 01
� t
SCALE (IN FEET):
ALL ELEVATIONS RELATIVE TO
NAVD 88 VERTICAL DATUM.
0' 100 200'
DRAN7NG TALE
EXISTING CONDITIONS
r=1ar
W0114
JJw OZ
JMF
13033

REP COPY
'MEAN HIGH
WATER
GRASS SWALE
#3, 8' WIDE
76 AEC LINE / "w
V7 I )
PROP.
STORMWATER PIPE ]
PROP. CATCH BASIN
E 9-
PROP. PERVIOUS PAVER
REPAVING, 18' WIDE,
3,550 SF
BOGUE SOUND
TIMBER PIER, TYP.
q _ 11
BOAT RAMP TO
BE RECONSTRUCTED
PROP. STORMWATER
OUTFALL
PROP. ASPHALT ICr— /
REPAVING, WIDE
� 1�
J l�
COUR TNEY COUP
TIMBER PIER, TYP.
—11
20' CAMA
BUFFER
L>10
PROP PERVIOUS PAVER
REPAVING, 19 WIDE,
5,436 SF
—HIGHWAY 5B
GRASS SWALE #1,
8'WIDE
EX. 36' STORMWATER
PIPE, OUTFALL TO SOUND
i
I=
EX STORMWATER
CATCH BASIN
UNPAVED ROAD
TO REMAIN
�<
O HOMES TO BE INCREASED
o_ ASPHALT REPLACEMENT
®PERVIOUS PAVER
REPLACEMENT
SCALE (IN FEET):
0' 100' 200'
NO.
DESCRIPTION
By
DATE
910ARENDELLSTREET
MOREHEAD CITY, NC 28W
PHONE: [phone]
FAX [phone]
w .bmngptm
DRAWING TITLE
PROPOSED SITE PLAN
V-1w
are 04�10H/
°R"'""` MAI �3
iff
raoEer. 13M
CUENT
WATERS EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
PROJECT.'
DRAINAGE & PAVEMENT
WATER'S EDGE MOBILE HOME PARK
--

\
CONCRETE CURB / EDGES TO TIE INTO
I
AND GUTTER EXISTING GRADE
PERVIOUS PAVERS
//
W/CONCRETE EDGE
100.00' 3BU CAMA
I
4
` BUFFER
I1p� - - - - \ MEAN HIGH WATER
I
r
EX. RESIDENCE, I TIMBER &VINYL I TIMBER PIER
I
CURB OUTLET WITH 75' AEC LINE BULKHEAD
TYPICAL I
II
RIP -RAP PROTECTION
\ I
REP COPY
/ PERVIOUS PAVERS
/ W/ CONCRETE EDGE
\ I
I / I
VINYL & TIMBER
MEAN HIGH WATER BULKHEAD
TIZ
1 �
1
GRASS SWALE #1
SCALE- 1" = 20'
CONCRETE CURB
AND GUTTER / 76 AEC LINE
90.9
1.67% SLOPE I
CURB OUTLET WITH
RIP -RAP PROTECTION `
910 ARENDELL STREET
MOREHEAD CITY, NC 28557
PHONE: [phone]
FAX [phone]W
w .bean pLam
EX. RESIDENCE,
TYPICAL
V
-PLAN -
EDGES TO TIE INTO �\
EXISTING GRADE /
�y
44
I
W CAM BUFFER / I
I
GRASS SWALE #2 - PLAN
SCALE: 1" = 20'
' TIMBER BULKHEAD
30' CAMA BUFFER
50.0'��A
_-SL_t0,'
EDGES TO TIE INTO
EXISTING GRADE
GRASS SWALE #3 - PLAN
SCALE: 1" = 29
CLIENT.'
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
TIMBER PIER
TIMBER & VINYL
BULKHEAD
MEAN HIGH WATER
E
77 AEC LINE
RIP4W OUTLET
PROTECTION
I /
15" 0 STORMWATER PIPE / ASPHALT PAVEMENT ---
i
PROJECT.'
DRAINAGE & PAVEMENT
WATERS EDGE MOBILE HOME PARK
Dmmm TITLE:
SWALE - PLAN VIEW
xue
sffrR
AS SHOYM
�A E
09fl0/1/
04
Jiw
AP%IfhIDeY:
JWF

Q
m
cr
n
0
a-

REP COPY
CONCRETE
CURB CUT
VARIES
W W W W W W W W W T TOP OF MATCH
EX. GRADE
SLOPE
RIP RAP INLET
PROTECTION
JUTE MESH
1L OF SWALE
GRASS SWALE PROFILE
SCALE: 1" = 1'
EXTEND SOD TO
TOP OF SLOPE
10'
BERMUDA OR CENTIPEDE SOD
FOR PERM STABILIZATION II I'
12' BURY EDGE
GRADE INTO OF JUTE MESH
EX CONTOUR PERMANENT
JUTE MESH
GRASS SWALE SECTION
SCALE: V = 1'
910 END STREET
MO
MORE CAHEAD GTY, NC 28557
PHONE:[phone]
l l
FAX [phone]
~..bwnngpt=
CLIENT
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
TIMBER PIER, TYP.
VINYL & TIMBER
BULKHEAD
MATCH TO
LEVEL EX.GRADE
SPREADER
MATCH
EX. GRADE
75' AEC LINE / \
GRASS SWALE
LEVEL SPREADER TYPICAL DETAIL
SCALE: 1" =1'
PROJECT.'
DRAINAGE & PAVEMENT
WATER'S EDGE MOBILE HOME PARK
DP4AIF' 7:'LE
SWALE DETAILS
ASSHOM -_..
09HM4
Nm 05
JWF
13033

NCRETE
RAMP
CopyOTO BE RESOUARFACED n
I
TIMBER PIER, TYP. I
t .
EX. TIMBER
BULKHEAD
VINYL &TIMBER I ,'
BULKHEAD
6" CURB EACH SIDE,
SEE DETAIL THIS SHEET
l
I
I I 76 AEC LINE i
L
/ ASPHALT TO
BE REPLACED
RECEIVED
MEAN HIGH WATER
EX TIMBER 30' CAMA BUFFER
STEPS
PROVIDE SAW CUT
JOINTS @ 20" O.C.
J
:❖.❖.
•.••4. CONCRETE
CURB & GUTTER
♦•.•••.
/ 6"CURB SHALL BE PART #4 @ 12" O.C.
OF RAMP CASTINGIf EACH DIRECTION
4" 3,500 PSI
12' CONCRETE
".-. - BOAT RAMP
6" NCDOT
#57 STONE
PROPOSED BOAT RAMP SECTION
SCALE V = 4'
4" 3500 PSI CONCRETE
BOAT RAMP
5.00'
6" NCDOT #57 STONE
12" NCDOT#4 STONE
END OF RAMP PROFILE
SCALE: V=4'
END OF RAMP
MLW -1.94'
OCT 067914 BOAT RAMP - PROPOSED PLAN ALL ELEVATIONS RELATIVE TO
DC".MHO CITY SCALE: I = 20'
NAVD 88 VERTICAL DATUM,
NDELL STREETMOREHEAD CITY, NC 2&%7
PHONE:
PHONE: (252) 247d200
Vw FAX [phone]
w .5eanngpt=
CLIENT.
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
PROJECT.
DRAINAGE & PAVEMENT
WATER'S EDGE MOBILE HOME PARK
DRAWING TITLE
BOAT RAMP PLAN
AND DETAILS
SLNE
YIfffR
AS SHUN
wre
MOM
06
J
w.
awF
wiosrr 13033

\VW1
\ / / t
g CONCRETE CURB / EDGES TO TIE INTO �6� I ►
S PAVERS AND GUTTER / EXISTING GRADE
S / ►
ETE EDGE 100.w — a �01 30' CAMA E
�I I va
tle tl6 — "� I BUFFER g ►
g DA —DA — DA —1 EX RESIDENCE, t DA TIMBER PIER
TIMBER & VINYL ►
l CURB OUTLET WITH TYPICAL . /a BULKHEAD
I
A RIP -RAP PROTECTION
"
GRASS SWALE #1 - PLAN
SCALE: 1" = 20'
g '
CONCRETE CURB EDGES TO TIE INTO �6
/ A AND GUTTER EXISTING GRADE
/ PERVIOUS PAVERS g " /
/ W/ CONCRETE EDGE I 0
—� 'w — da — v6 va — vII
1.67% "•
OPE / g / I\ TIMBER PIER
— \ TIMBER 8 VINYL
/ g DA — DA A — DA — DA BULKHEAD
/ I I CURB OUTLET WITH J \
/ / I RIP -RAP PROTECTION I MEAN HIGH WATER
EX. RESIDENCE, 30' CAMA BUFFER a /
TYPICAL I I �) I ►
GRASS SWALE #2 - PLAN
SCALE: 1" = 20'
IIIIIIII■
\ TIMBER BULKHEAD
NY
MEAN HIGH WATER W BUTIMBER LKHEAD ' — — 30' CAMA BUFFER
.,
TIMBER PIER 1� SLOPE
FDA
y / EDGES TO TIE INTO _
/ - EXISTING GRADE
GRASS SWALE #3 - PLAN
/F ARENDELL
♦�R ENGINEERS
105 North tOth Street, Suite 4
Morehead City, NC 28557
[phone]
Fax: [phone]
North C"na Ceruftatlm No, 07509
SCALE: 1" = 20'
CLIENT
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
REP COPY
MEAN HIGH WATER
—
PROTECTION I
I /
ATER
.T $ 7n1n jS 6STORMW�/ASPHALT PAVEMENT
L -
EC /x\cr\\\\
DEC ---
/
E)CM -NA HE CI y PRELIMINARY DRAWINGS
NOT FOR CONSTRUCTION
PROJECT
DRAINAGE & PAVEMENT
WATER'S EDGE MOBILE HOME PARK
DRAWING TITLE:
SWALE • PLAN VIEW
"
8laaiTA
ASSIIOWN
are
MUM
04.uw
°�
awawma,:
Jwf
"aoFcre 14061

IFE
CONCRETE
CURB CUT
EXTEND SOD TO
TOP OF SLOPE
VARIES
TOP OF
W W y W W y W W 1' W y W y W y �• T �� _
-� W y W W W W y y W W -•' W W W W Z� T— SWALE
SLOPE_
RIP RAP INLET W y W W y W W W W W W W W W
PROTECTION W y y W W y y y
JUTE MESH
4 OF SWALE
10,
BERMUDA OR CENTIPEDE SOD
FOR PERM STABILIZATION
1,
12"
GRADE INTO �
EX CONTOUR PERMANENT
JUTE MESH
GRASS SWALE SECTION
SCALE: 1" = 1'
A' ARENDELL
= EER ENGINS
105 NaM 10thSUed,"Suite 4
Morehead City, NC 28557
[phone]
I'm [phone]
N°M Carolina G&tka6°n ND. G1509
(LGRASS SWALE PROFILE
SCALE: 1" =1'
BURY EDGE
OF JUTE MESH
1 \ , TIMBER PIER, TYP.
''`VINYL & TIMBERS`
BULKHEAD
A
REP COPY
MATCH
EX. GRADE
y W W
% 6\
MATCHTO�
EX. GRADE
/ \ LEVEL
q SPREADER
MATCH Of (
EX. GRADE \ 1p
D \ 1
1
RECEIVED GRASS SWALE g
DEC 18 mm
WENT
WATER'S EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
DCM-MHDCIT, LEVEL SPREADER TYPICAL DETAIL
SCALE: 1" =1'
PROJECT.'
DRAINAGE & PAVEMENT
WATER'S EDGE MOBILE HOME PARK
�44 Y/:SS L ➢ E:
SWALE DETAILS
PRELIMINARY DRAWINGS
NOT FOR CONSTRUCTION
SGYE
&EETR
AS SHOO
Dolor:
1T IM4
°ea.
J
05
nvraar=am.
JWF
vaas 14061

CONCRETE BOAT RAMP TO BE
DEMOLISHED AND REPLACED,
MATCH EX. END OF RAMP
MEAN HIGH WATER
END CURB
EX. TIMBER 30' CAMA BUFFER
w STEPS r
Z V .
Z /
PROVIDE SAW CUT /
JOINTS @20"O.C.
6" CURB EACH SIDE, / \
SEE DETAIL THIS SHEET /
END ASPHALT
I "', \
1 1
1 I
1 1
I I
I I
I I
I I
/ I
J
i
I I 1 I L
ASPHALT TO
BE REPLACED
b—
b�b���i
4
CONCRETE
CURB & GUTTER
BOAT RAMP - PROPOSED PLAN
SCALE: 1" = 20'
FARENDELL
m ENGINEERS
105 North 10M Street, SuBe 4
Morehead City, NC 28557
[phone]
Fax: [phone]
North Carolina CeNficatian No. C-1509
6" CURB SHALL BE PART
OF RAMP CASTING
REP COPY
#4 @ 12" O.C.
EACH DIRECTION
4" 5,000 PSI
CONCRETE
BOAT RAMP
PROPOSED BOAT RAMP SECTION
SCALE: 1" = 4'
4" 5,000 PSI CONCRETE
BOAT RAMP
END OF RAMP
u 5.00, MEAN TIDE LEVEL
MLW -1.94'
_q 6" NCDOT #57 STONE
12" NCDOT #4 STONE
CLIENT.
WATERS EDGE MOBILE HOME PARK
3200 EMERALD DRIVE
EMERALD ISLE, NC 28594
END OF RAMP PROFILE
SCALE: 1" = 4'
RECEIVED ALL ELEVATIONS RELATIVE TO
DEC a 9 2014 PRELIMINARY DRAWINGS NAVD 88 VERTICAL DATUM.
NOT FOR CONSTRUCTION
PROJECT
DRAINAGE & PAVEMENT
WATERS EDGE MOBILE HOME PARK
DRAWING TILE:
BOAT RAMP PLAN
AND DETAILS
scu
"
As swwN
onre
12flW4
0WHM
JJW
Ov
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JWF
PR0'��e 14061