20140974 Ver 1_CAMA Permit Application_20140911

September 10, 2014 rL
Division of Coastal Management MEMORANDUM- TO: Karen Higgins
401 Oversight
DEMLR - Surface Water Protection
FROM- Jonathan Howell, NC DENR -DCM Assistant Mayor Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT CAMA Permit Application Review
Applicant: Town of North Topsail Beach - Parking Site #3
Project Location: 4030 Island Drive, adjacent to the Atlantic Ocean, m NTB, Onslow Co.
Proposed Project: installation of a gravel parking area and a handicap accessible beach access
walkway with amenities
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by October 3, 2014, If you
have any questions regarding the proposed project, contact Jason Dail at (910)796 -7215
when appropriate, in -depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed
SIGNED
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.
DATE
N C Division of Coastal Management
127 Cardinal Drive Ext , Wilmington, NC 28405
Phone 910 - 796 -7215 \ FAX [phone] Internet www nccoastalmanagement net
An Equal Opportunity \ Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME Town of North Topsail Beach — Parking Area Project (Site #3)
2 LOCATION OF PROJECT SITE The project site is located at 4030 Island Drive, adjacent to the Atlantic
Ocean, in North Topsail Beach, Onslow County
Photo Index — 2006. 28- (6491) Q, R, 8 -11
2000: 28- (384)• R, 7 -11
1995:28-(371) R, S, 11 -15
State Plane Coordinates — GPS File: N090410A X• 2467724 Y-269026
Lat.: 34 °25'48 32 "N Long: 77 °26'47.25 "W
3 INVESTIGATION TYPE. CAMA
4. INVESTIGATIVE PROCEDURE Dates of Site Visit — 9/4/14
Was Applicant Present — No
PROCESSING PROCEDURE Application Received — Complete 9/9/14
Office — Wilmington
6 SITE DESCRIPTION-
(A) Local Land Use Plan — Town of North Topsail Beach
Classification From LUP — Developed
(B) AEC(s) Involved: OH,
(C) Water Dependent- No
(D) Intended Use. Public /Government
(E) Wastewater Treatment: Existing — Municipal Sewer
Planned - N/A
(F) Type of Structures- Existing — Unimproved parking area and structural access walkway(s)
Planned — Proposed parking area and beach access walkways (including ADA
access)
(G) Estimated Annual Rate of Erosion: 2' /year Source — LTAASCR 2011 Update
7. HABITAT DESCRIPTION. [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (coastal)
(B) Non - Vegetated Wetlands - open water
(C) Other (Highground)
64,096 sq ft. (1 471 ac )
disturbed for parking lot
creation
(D) Total Area Disturbed: 1 471 (64,096 sq ft)
(E) Primary Nursery Area- No
(F) Water Classification SB Open: NO
S. PROJECT SUMMARY The applicant is proposing to install a gravel parking area and a handicap accessible beach
access walkway with amenities.

Town of North Topsail Beach
Parking Area Project (Site #3)
(Date: September 9, 2014
Page Two
9. PROJECT (DESCRIPTION:
The project site is located in North Topsail Beach, at 4030 Island Drive, adjacent to the Atlantic Ocean, in
North Topsail Beach, Onslow County. To get to the site from Wilmington take US HWY 17 N to Old Folkstone
Road (State Road 1518 which is approximately 4 0 miles past Holly Ridge). Continue along Old Folkstone
Road until you reach the four way stop light at the intersection of Old Folkstone Road and NC Highway 210
Turn right onto NC Highway 210 and travel approximately 3.9 miles. The project site will be located on the left
hand side of the road, just beyond the St. Maritz condominium complex and across from Rogers Bay
Campground. St. Moritz borders the project area to the north, residential properties border the site to the south,
the Atlantic Ocean Borders the site to the east and NC Highway 210 and Rogers Bay Campground border the
site to the west The project area would span a distance of approximately 820 linear feet along the oceanfront.
The current elevation of the project area ranges from approximately 1' at Normal High Water to approximately
8' at Normal High Water. The highground portion of the property is primarily vegetated with native scrub
vegetation and beach grasses including, but not limited to: American Beach Grass, Sea -Oats, Bitter Panicum
and Sea -shore Elder. Historically, the subject property has been used as a parking area by tentants of the Rogers
Bay Campground as well as the general public, and although unimproved, the site is still being utilized for
parking. In addition, two public beach access walkways exist on the site, one on each end of the property.
According to information presented by the applicant, the Town of North Topsail Beach has entered into a 5 -year
lease agreement with Topsail Beach, LLC and RAJDC Holdings, LLC (Property owners). The lease agreement
(copy of which is included herein) would effectively expire or terminate on, or prior to March 31, 2019 At
which time, the lease may be renewed or suspended. Permitted uses on the three tract parcel (i.e. subject
property), include the operation of a Town run parking lot or "Parking Facility ", as it is referred to in Section
(5) of the lease agreement, with no other uses or purposes without the Landlord's prior written consent
Additionally, Section (8) of the lease agreement states "During the term hereof, the Town will apply for, pay for
and keep current all permits and licenses required for the lawful operation of the Parking Facilities ".
The annual erosion rate for this particular area of North Topsail Beach is 2 0' /year, based on the Division of
Coastal Management's 2011 Annual Erosion Rate maps. Studies indicate the shoreline in this area could move
as much as 260' in a major storm event and flood waters could be as much as 14' deep.
The Town of North Topsail Beach's Land Use Plan classifies this area of North Topsail as Mixed Use Business.
The waters (Atlantic Ocean) of the project site are classified as SB by the NC Division of Water Quality The
NC Division of Marine Fisheries has NOT designated this area of the Atlantic Ocean as a Primary Nursery
Area, and the waters adjacent to the proposed project are CLOSED to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to install a stone /gravel parking area and beach access walkway within the project
boundary. As designed, the gravel parking area would provide parking for up to 101 vehicles (75 proposed
parking spaces + 26 existing spaces). Additionally, the project consists of the construction of a restroom facility,
bike rack, outdoor shower and water spigot and a handicap accessible dune crossover (i.e. structural access
walkway).

Town of North Topsail Beach - Parking Area Project (Site #3)
Date: September 9, 2014
Page Two
The parking area(s) would consist of a combination of ABC stone and gravel. A new driveway connection to an
existing public NCDOT street (Island Drive) would have asphalt aprons, and-gates would be installed at the
entrance /exit points to prevent after -hours access. As proposed, the existing parking lot entrance would be
relocated to align with the entrance to the Roger's Bay Campground entrance, which would be located along the
southern end of the project boundary. Here, the applicant proposes to install a 10' x 10' wooden deck with
water spigot and two portable toilets. A second entrance /exit point would be constructed around the central
portion of the property boundary and it too would consist of an asphalt drive with aprons. A gate would also be
installed at this access point. The applicant proposes to leave the existing asphalt drive in place and cover the
area with gravel, with the exception of a small patch of asphalt located along the northern project boundary.
Here, the applicant proposes to remove the existing asphalt and install vegetation to provide a "buffer" between
the proposed parking area and the St. Moritz condominium complex. In addition, a 25' wide vegetative buffer
would remain in place and would separate the proposed parking area(s) from NC Highway 210. The existing
asphalt drive referenced above is approximately 10' (w) x 660' (1) and spans the eastern portion of the property,
just landward of the toe of the dune.
The applicant states that the existing dune crossover near St. Moritz, which is used by Roger's Bay
Campground, would not be incorporated as a pedestrian access walkway for the new parking area and would be
"blocked" by the installation of a vegetated buffer.
In addition to the other security and preservation features, the applicant proposes to install a 4' tall picket fence
around the entire perimeter of the parking area. The fence would be used to prevent foot traffic and any other
unnecessary access up and over the dune system.
Lastly, the applicant proposes to install a handicap accessible beach access walkway along the eastern property
boundary. The walkway would be centrally located and would span from the parking area to the dry sand beach.
Two portable toilets would be installed in the parking area near the entrance to the walkway, as would a trash
receptacle. The walkway would be approximately 6' wide and would span a distance of approximately 90'
across the dune Steps would be constructed along the southern side of the handicap ramp to allow for
pedestrian access. A flat 6' x 12' platform would be located in the middle of the walkway, which would allow
for viewing/observation As designed, the ramp would "zig -zag" in a north/south direction to obtain the
appropriate grade /slope required for ADA accessibility. Adjacent to the handicap access, the applicant proposes
to install a 10' x 10' wood deck with shower spigot for rinsing. The proposed bike storage would be located
directly across from the proposed handicap access, on the opposite side of the gravel drive.
10. ANTICIPATED IMPACTS
The applicant's proposal, to construct a parking area with handicap accessible dune crossover (i e beach access
walkway) and amenities, would disturb approximately 64,096 sq. ft. (1 471 acres) of high ground, all of which
is located in the Ocean Erodible Area of Environmental Concern (AEC) As designed, no portion of the
proposed project, with exception of the beach access walkways, would be located within the 60' setback, as
measured from the First Line of Stable Natural Vegetation (FLSNV). In addition, it does not appear that any
portion of the project, with exception of the beach access walkway, will impact the frontal dune, or dune
vegetation thereon.
The applicant has not yet obtained a Stormwater Permit for the proposed development, however, a
Sedimentation and Erosion Control Plan has been approved for this project, under the authorization ONSLO-
2015 -021, which was issued on September 4, 2014.
Submitted by: Jason Dail Date: September 9, 2014 Office: Wilmington

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IA., I P' J I rN.A.111 I NI of
(last revised 12/27/06)
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North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
Protect Name (if applicable)
Town Of North Topsail Beach
Town of North Topsail Beach Parking ite 3
Applicant 1 First Name
MI
Last Name
Stuart
Tunlle
Applicant 2 First Name
MI
Last Name
N/A
N/A
N/A
if additional applicants, please attach an additional page(s) with names listed
Mailing Address
PO Box
City
State
2008 Loggerhead Court
North Topsail Beach
NC
ZIP
Country
Phone No
FAX No
28460
USA
910 - 328 -1349 ext
910 - 328 - 4508
Street Address (if different from above)
City
State
ZIP
N/A
N/A
N/A
N/A-
Email
town manager @north - topsail -beach org
Z. Agent/Contractor Information
Business Name
Charles F Riggs & Associates, Inc
Agent/ Contractor 1 First Name
MI
Last Name
Charles
F
Riggs
Agent/ Contractor 2 First Name
MI
Last Name
Ken
E
Johnson
Mailing Address
PO Box
City
State
N/A
1570
Jacksonville
NC
ZIP
Phone No 1
Phone No 2
28541
910 - 455 - 0877 ext N/A
910 - 681 - 7444 ext N/A
FAX No
Contractor #
N/A
N/A
Street Address (if different from above)
City
State
ZIP
502 New Bridge Street
Jacksonville
NC
28540-
Email
riggsland@bizec rr com, charles riggs@bizec rr com, k johnson@blzec rr com
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252 -606 -2802 a. 1- 866- 4RCGAST <. smet

Form DCM MP -1 (Page 2 of 4) SITE 3
Town of NTB leases I HREE tracts from
RAJDC Holdings, Inc & Topsail Beach, LLC
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd #
Onslow
4030 Island Drive
NC Hwy 210
Subdivision Name
City
State
Zip
N/A
North Topsail Beach
NC
28460-
Phone No
Lot No (s) (if many, attach additional page with list)
N/A - - ext
769 -4 3, 769-4, 769 -9 1, ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
White Oak
Atlantic Ocean
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
®Yes ❑No
work falls within
Identify and describe the existing land uses adjacent to the proposed project site
Town of North Topsail Beach
4. Site Description
a
Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
922
215487
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
3 TRACTS = 215487,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
8' ®NHW or ❑NWL
e
Vegetation on tract
Sparse vegetation of grasses /shrubs on a sandy flat terrain with a very well defined, mature dune line separating the
uplands from beach /ocean
f
Man -made features and uses now on tract
Existing gravel parking lot comprising approximately 200' of road frontage, existing parking lot has one wood beach walk
over the dune access beach on south western portion, existing asphalt path running parallel to the ocean that connects both
ends of the property, this was the original beach road before island was built
g
Identify and describe the existing land uses adjacent to the proposed project site
The project site is bounded to the north by Island Drive (NC Hwy 210 - public- asphalt) with Roger's Bay Campground
across Hwy 210 and St Moritz Condos, south and east by the Atlantic Ocean, northwest by single family residential lots
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
B -1
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes ®No ❑NA
If yes, by whom? N/A
I
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Forrn continues on next page>
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
Pluns, LLC sewer is available for all sites
o Describe existing drinking water supply source
ONWASA is available for all sites
p Describe existing storm water management or treatment systems
Low Density State stormwater permit for all sites, application is in process
5. Activities and Impacts
a Will the protect be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑Private /Community
b Give a brief description of purpose, use, and daily operations of the protect when complete
The parking areas will provide both the residents and visitors to The Town of North Topsail Beach public access to the
recreational facilities in the community including the beach
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
Equipment utilized will be standard paving equipment to include back hoes, dump truck, rollers, etc The project is of very
short duration During construction equipment will remain on -site with the construction area and mobilize away from site
upon completion
d List all development activities you propose
Installation of parking areas including spaces and drive paths using pervious and impervious gravel surfaces, wooden
beachwalk ways for beach access
e Are the proposed activities maintenance of an existing protect, new work, or both? new
f What is the approximate total disturbed land area resulting from the proposed protect? 64096 ®Sq Ft or ❑Acres
g Will the proposed protect 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
No proposed discharges of water, stormwater runoff will infiltrate under the Low Density permit
i Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes []No ®NA
t Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation- proposallf,
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252 - 808 -2808 1- 886- 4RCOAST Diet

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete Items (a) - (9 are always applicable to any major development application Please consult the application
instruction booklet on how to properly prepare the required items below
a A project narrative
b An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
e The appropriate application fee Check or money order made payable to DENR
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management
Name St Moritz Condo Association Phone No
Address 1630 Military Cutoff Road, Wilmington, NC 28403
Name Duljan Elvis Phone No
Address 3540 W Mill Road, Hatboro, PA 19040
Name N/A Phone No
Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
N/A
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 -10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
1 7. Certification and Permission to Enter on Land 1
I understand that any permit Issued in response to this application will allow only the development described In the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do In fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating Information related to this permit application and follow -up
monitoring of the project
I further certify that the Information provided In this application is truthful to the best of Amy knowledge
C:
Date 8/25/2014 Print Name Adr -'— /' 9i44 "-
Signature
Please indicate application attachments pertaining to your proposed prcjac
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development.',-
❑DCM MP -4 Structures InformationsW
SEP 0 3 11h
252 -808 -2808 I.888.4RCOAST www nccoastalmanargement net

SITS
Form ®CAM fMfi P =3
UPLAND VET P M T
(Construction and /®r Ilaind disturbing acttivItles)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
GENERAL UPLAND DEVELOPMENT
a Type and number of buildings, facilities, units or structures
proposed
6 wide beach walk access with ADA handicap ramps
c Density (give the number of residential units and the units per
acre)
0
e If the proposed protect 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 in process concurrently
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
0
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
120
I Describe proposed method of sewage disposal
Pluns, LLC has community sewer
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)
surface water and "wash down" area will infiltrate in the
sand per state stormwater permit
b Number of lots or parcels
3 leased tracts
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
64096 SF
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
asphalt, ABC stone
h Projects that require a CAMA Major Development Permit may also
require a Stormwater 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 _in process concurrently_
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 protect include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation
"3Z-. , 3 2014
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FO6'rlli`il OC M MI P -3 (Upland Devellop vent, Page 2 *of 2y
m Describe proposed drinking water supply source (e g , well,
community, public system, etc )
ONWASA - public system
o When was the lot(s) platted and recorded?
MB 30, P 38 on 10/21/1993 (769 -4 3)
MB 31, P112 on 9/14/1994 (769 -4)
MB 18, P 18 pm 12/19/1977 (769 -9 1)
8/25/2014
Date
Town of North Topsail Beach Parking Site 4
Protect Name
Town of North Topsail Beach
Applica e
Applicant Signatur
n (i) Will water be impounded? []Yes ®No ❑NA
(ii) If yes, how many acres? N/A
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
w
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252 - 808 -2808 1- 888 -4ZC4 AST ne� revised 12/28/06

C 10A
site 3
PROJECT NARRATIVE
MAJOR LAMA, NC STATE STORMWATER & EROSION AND
SEDIMENTATION CONTROL PLAN
TOWN OF NORTH TOPSAIL. BEACH PARKING
AUGUST 2014
On behalf of The Town of North Topsail Beach, Charles F Riggs & Associates, Inc submits this
narrative for all permits, Division of Coastal Management's Mayor CAMA, NC State
Stormwater Management and Erosion & Sedimentation Control Plans pertaining to the
construction of new parking lots in the North Topsail Beach area
General Project Overview.
The Town of North Topsail Beach proposes to create new and expand existing parking capacity
on four non - contiguous sites along Hwy 210 (Island Drive), New River Inlet Road and River
Road in Onslow County
Site # 1 3.47 Acres, terminus of River Road, (town owned)
Site # 2. 11 308 Acres, across from Town Hall building on New River Inlet Road, (leased)
Site # 3 4 947 Acres, across from Rogers Bay Campground on Island Drive, (leased)
Site # 4 - 0 35Acres, 0 3 Miles north of Second Avenue on Island Drive, (town owned)
Two sites are owned by Town of North Topsail Beach and the other two are on long term leases
The sites will vary in the use of asphalt, impervious and pervious gravels for parking areas Each
site will connect with a public road via a paved apron and will provide restroom facilities along
with other amenities. Soil testing was performed by Land Management Group, Inc. (LMG) to
ascertain the soil type quality for infiltration rates
A permit scopmg meeting of May 19, 2014 determined a Mayor CAMA, State Stormwater and
Erosion Control Permits were required for the development of the parking areas of the four sites
Sites 1, 2 & 4 would be allowed for an Express Mayor CAMA Permit and Site 3 would be
handled as a Standard CAMA Permit For Stormwater and Erosion Control Permits the sites will
collectively be considered a common plan of development and the permit can be expressed
Water Quality is requiring testing and evaluations of the sites by a Licensed Soil Scientist for
infiltration of the sub base where the pervious stone is to be placed in order to properly permit
the stormwater as Low Density Sites 1 & 4 have 404 wetlands and have been approved by the
USACE Site 4 has Coastal Wetlands as delineated by Jason Dail NC DOT will require
driveway permits on sites 2,3,4.
The development sites have:
1 no known previous or existing stormwater management ��kr. 1 I N,
ii no known previous or existing erosion and sedimentation control permit

iii no known non - compliance issues with Onslow County or DENR Agencies
lv not been identified as a historic site
V. public monies are used in the development
Site 3:
Existing Conditions This is a leased site A boundary and topographic survey has
been performed including the field survey of necessary information required by the
Division of Coastal Management. The existing site has 850' of road frontage is vacant
of all structures except for an existing gravel parking lot comprising approximately
200' of road frontage; the remaining area consists of sparse vegetation of
grasses /shrubs on a sandy flat terrain with a very well defined, mature dune line
separating the uplands from beach/ocean. The existing parking lot has one wood
beach walk over the dune access beach on south western portion, a wood beach walk
is located on the northeast part of the property The site has an existing asphalt path
running parallel to the ocean that connects both ends of the property, this was the
original beach road before island was built. The project site is bounded to the north
by Island Drive (NC Hwy 210 - public - asphalt) with Roger's Bay Campground across
Hwy 210 and St Moritz Condos, south and east by the Atlantic Ocean, northwest by
single family residential lots. Per LMG report, soil types on the project area are
mapped as Newhan - corolla Urban Land Complex in the Soil Survey of Onslow
County (USDA 1992) Actual soil borings confirm the soil to be a combination of
hurricane over wash, gravel and coarse /fine loamy fill sediment over the Newhan soil
series Newhan soils are well to excessively well drained sandy fluvial marine
sediments with rapid to very rapid infiltration In areas north of the proposed beach
walk, 1.5 to 2.0' of fill material will lessen infiltration Infiltration rate of existing
material was 14 25 in/hr and LMG recommended utilizing 7.13 in/hr for design
purposes. Approximate Mean High Water Line (MHWL) was surveyed as F foot
(NAVD88). The project is in Primary Surface Water Classification SB
Proposed Improvements The parking design proposes 75 new spaces in addition to
the approximately existing 26 parking and complimentary amenities such as
restrooms with screening, bike rack, outdoor shower and water spigot for rinse down
along with one wood dune handicap accessible ramp and dune crossover for beach
access The parking lot is combination of ABC stone (impervious) and pervious
gravel One new driveway connection to an existing public NCDOT street will have
asphalt apron, gates will be installed to limit access to Town determined hours of
operation. The existing parking lot entrance will be relocated slightly to align with
the Roger's Bay Campground entrance road across NC Hwy 210 while the existing
marked cross walk will remain unchanged. As much of the existing, stable and
significant vegetation as possible along Hwy 210 will be undisturbed The existing
dune crossover near St. Moritz that is used by Roger's Bay Campground will not be
incorporated as a pedestrian access for the new parking lot and will be blocked with
new vegetation screening/buffering Any impervious surface will be divided by 2'
narrow strips of pervious stone to limit the square footage of each area to less than
5000 square which eliminates the need to double the 60' small CAMA setback to
[2] r ` f,
SAY

120' large CAMA setback The CAMA setback establishes extent and limits for new
improvements similar to parking lots. Site is readily served by both ONWASA for
water and Pluris for sewer. Public monies are used in the development Approximate
Mean High Water Line (MHWL) was surveyed as F foot (NAVD88)
CAMA Permit:
The topographic map shows the established existing dune structure's toe - crest -toe
Being consistent with current practices in the area and experience, the approximate
NHWL was established at 1' NAVD88. Division of Coastal Management reviewed
the Riggs' flagging of the First Line of Stable Natural Vegetation which establishes
60' small structure CAMA setback Erosion rate is less than 2 feet per year so the
minimum setback of 60 feet is used for small structures since the impervious surfaces
will be divided into less than 5000 square feet sections. Intent of site grading
landward of the 60' small structure setback is "dune redistribution" Under Coastal
Resources Commission's Ocean Hazard AEC, this project is deemed Ocean Erodible,
High Hazard Flood and Inlet Hazard areas
Stormwater Permit
Stormwater is proposed as Low Density with sheet flow infiltrating in the sand
adjacent to the asphalt parking and in the pervious stone strips. Requested
geotechmcal study was performed by a Licensed Soil Scientist and design infiltration
rate of 7 13 in/hr is adequate to effectively infiltrate all runoff on -site
1/ Erosion Control Permit
Erosion and Sedimentation measures will utilize Best Management Practices to
% � C�► 0 j prevent erosion into adjoining parcels and to assist the stabilization of the project site
The land disturbance will consists of removing the small bush and grading throughout
the new parking and amenity area The site is sandy and has rapid infiltration from
the soil type which will handle the stormwater runoff All the seeding and monitoring
requirements of General Permit NCGO10000 will be followed. Also, the project
timing will be 1 -2 weeks with a very short duration of exposed soil.
Erosion Control measures will include flagging the work area for protection of the
wetlands and dunes The short duration of the project and ground stabilization
(asphalt or stone) will prevent sediment from leaving site
-; T
210114,
[3]

#3
AVC'Wat eir quaRty CRaiss f catons Sae
Cape Fear River Basin
Name
Index Number Classification Class Date
Description
_
ISpecial Designation
All connecting drainage canals
18- 64 -7 -1
C;SW
09/01/74
From source to Dans Creek
Allen Creek (Boiling Springs Lake)
18- 85 -1 -(1)
B;Sw
09/01/74
From source to Boiling Springs Lake Dam
Allen Creek (McKenzie Pond)
18- 85 -1 -(3)
C;SW
09/01/74
;From Boiling Springs Lake Dam to dam at McKenzie Pond, Lilliput Creek
Alligator Branch
18 -66 -4
C,Sw
04/01/59
- - -- ----- - - - - -- - - - - - - -- - - -- -- -- - --
,From source to Hood Creek
-- - - - - -- - - -- - - - - --
-
1
- —
Alligator Creek 18 -75 SC;SW 04/01/59
!From source to Cape Fear River
Anderson Creek 18 -23 -32 C 04/01/59
;From source to Little River
Angola Creek 18- 74 -33 -3 C;SW 04/01/59
FFrom source to Holly Shelter Creek J i
Angola Creek 18- 74 -26 -2 C,Sw 07/01/73
,From source to Cypress Creek
Ashes Creek 18 -74 -34 C,Sw 04/01/59
From source to Northeast Cape Fear River
Atkinson Canal 18 -29 C 09/01/74
,From source to Cape Fear River
Atlantic Ocean 99 -(3) SB 04/01/59
The waters of the Atlantic Ocean contiguous to that portion of the Cape Fear River Basin that extends from �-
!the edge of the White Oak River Basin to the southwestern end of Smith Island at a point called Baldhead
Atlantic Ocean 99 -(2) SB 04/01/59
The waters of the Atlantic Ocean contiguous to that portion of the Cape Fear River Basin that extends from
;the eastern edge of the Lumber River Basin to the eastern end of Oak Island
Avents Creek 18- 13 -(1) C,HQW 08/01/98
,From source to a point 13 miles upstream of Harnett County SR 1418
Avents Creek 18-13-(2) r WS- IV;HQW 08/01/98
From a point 13 miles upstream of Harnett County SR 1418 to Cape'Fear R",
2014
Thursday, February 09, 2012
r�
Based on Classifications as of 20120208 Page 1 of 98

a
ot
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "VE" WHICH _ IS A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
370466 3720426600) NOVEMBER 3. 2005
R/W
DIVISION OF COASTAL MANAGEMENT NOTES
1. ANY PROPOSED IMPERVIOUS SURFACE WILL BE DIVIDED BY NARROW STRIPS OF PERVIOUS;
STONE AS TO LIMIT THE SQUARE FOOTAGE OF EACH AREA TO LESS THAN 5000 SF; EROSION
IS LESS THAN 2 FEET PER YEAR AND MINIMUM SETBACK OF 60 FEET IS USED FOR SMA"_L
STRUCTURES. EXISTING PARKING IS IMPERVIOUS AND WILL REMAIN UNCHANGED.
2. PERVIOUS RIVER GRAVEL WITH UNIFORMED SIZE BETWEEN 3/4" TO 3" WILL NOT BE INCLJDED
AS BUA,
3. INTENT OF SITE GRADING LANDWARD OF THE 60' SMALL STRUCTURE SETBACK IS "DUNE
REDISTRIBUTION."
4. PROPOSED RESTROOMS WILL BE TEMPORARY PORTABLE RESTROOMS.
5. APPROXIMATE MEAN HIGH WATER LINE WAS SURVEYED AS 1' FOOT (NAVD88).
6. PERVIOUS GRAVEL WILL BE DETERMINED BY STATE STORMWATER MANAGEMENT DEFINPIONI -
SEE NOTE IN STORMWATER MANAGEMENT NOTES.
7. THE PROJECT IS IN OCEAN ERODIBLE AND HIGH HAZARD FLOOD AREAS AS DETERMINED BY
JASON DAIL OF DCM.
SALT TREATED TIMBERS
2.5'[-*-
BORDERING GRAVEL.
(SIZE TO BE DETERMINED BY
A PPROV=- PERVIOUS GRAVEL) I
,
APPROVED PERVIOUS GRAVEL)
I
1 IB
I
PROPOSED ----------------------------------------------------- -
I PEr'JIOUS GRAVEL �
(
9
(SIZE T� BE DETERMINED BY II-
PERVIOUS GRAVEL
STAs : STORMWATER I E
(SIZE TO BE DETERMINED BY
1I
1
ENTRANCE .
STATE STORMWATER
�i
f •�. PROPOSED - - - - -
SEE NOTES)
91
PERVIOUS GRAVEL
I
I
ac I
I
I
20'
I
------ - - - - -- -__- -------- °
°------------ -
-- ---- --- - - - -.. - - - - - -- -
- - - -- - - - - - - - -- -
-- - - - - -- -- -- -------- - - - - -- -----_ 4
CONCRETE PARKING STOP
I
I
(SEE DETAIL)
I
I
i
I
c� _
-° � P
_ ... _ ._. _ A
PROPOSED
3,
R/W
DIVISION OF COASTAL MANAGEMENT NOTES
1. ANY PROPOSED IMPERVIOUS SURFACE WILL BE DIVIDED BY NARROW STRIPS OF PERVIOUS;
STONE AS TO LIMIT THE SQUARE FOOTAGE OF EACH AREA TO LESS THAN 5000 SF; EROSION
IS LESS THAN 2 FEET PER YEAR AND MINIMUM SETBACK OF 60 FEET IS USED FOR SMA"_L
STRUCTURES. EXISTING PARKING IS IMPERVIOUS AND WILL REMAIN UNCHANGED.
2. PERVIOUS RIVER GRAVEL WITH UNIFORMED SIZE BETWEEN 3/4" TO 3" WILL NOT BE INCLJDED
AS BUA,
3. INTENT OF SITE GRADING LANDWARD OF THE 60' SMALL STRUCTURE SETBACK IS "DUNE
REDISTRIBUTION."
4. PROPOSED RESTROOMS WILL BE TEMPORARY PORTABLE RESTROOMS.
5. APPROXIMATE MEAN HIGH WATER LINE WAS SURVEYED AS 1' FOOT (NAVD88).
6. PERVIOUS GRAVEL WILL BE DETERMINED BY STATE STORMWATER MANAGEMENT DEFINPIONI -
SEE NOTE IN STORMWATER MANAGEMENT NOTES.
7. THE PROJECT IS IN OCEAN ERODIBLE AND HIGH HAZARD FLOOD AREAS AS DETERMINED BY
JASON DAIL OF DCM.
am 2987' TO CA INTERSECTION OF
MYRTLE DRIVE & NC HIGHWAY 210 r
EDGE OF ASPHALT 1
APPROXIMATELY 201.2' TO -
UNRELATED ADJOINER (ELVIS) a
EDGE OF ASPHALT
\\
PROPOSED -/"S
4' PICKET FENCE
COASTAL MANAGEMENT
EXISTING ASPHALT & IMPERVIOUS GRAVEL = 16666 Sq.Ft.
PROPOSED ASPHALT APRONS = 1494 Sq.Ft.
PROPOS D ABC STONE = 7697 Sa Ft.
PROPOSED TOTAL BUILT UPON AREA /IMPERVIOUS SURFACE = 25857 Sq.Ft,.
TOTAL i_nT AREA _ = 215487 SQ11
PROPOSED IMPERVIOUS SURFACE = 12.09
ANTICIPATED DISTURBED AREA: 64096 Sq.Ft.
LENGTH OF SHORE LINE: 921.71'
PROJECT NOTES
1. BOUNDARY AND TOPOGRAPHIC SURVEYS WERE PERFORMED BY CHARLES F. RIGGS & ASSOCIATES, INC.
2. PARKING AREA DEVELOPMENT PLANS ARE USED FOR OBTAINING MAJOR CAMA, NC STATE STORMWATER, EROSION
CONTROL PERMITS AND NCDOT DRIVEWAY PERMIT.
3. PROJECT WILL UTILIZE ONWASA WATER FOR POTABLE WATER.
4. PROJECT WILL UTILIZE PORTABLE TOILET SERVICE FOR SANITARY SEWER.
5. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES. FIELD VERIFICATION TO BE PERFORMED ON SITE BY
CONTRACTOR BY CALLING THE NORTH CAROLINA ONE -CALL CENTER AT (800) 632 -4949 AND ALLOW THE CENTER TO
LOCATE EXISTING UTILITIES BEFORE DIGGING.
6. ELEVATIONS ARE RELATIVE TO NAVD 88.
7. FINAL LANDSCAPING TO BE DESIGNED AND INSTALLED UNDER DIRECTION OF LANDSCAPE PROFESSIONAL.
8. PROPOSED RESTROOMS WILL BE A FLOOD PROOF PERMANENT STRUCTURE OR TEMPORARY PORTABLE RESTROOMS TO BE
MOBILE RESTROOM BUILDING OR IF INDIVIDUAL UNITS THEN SIX FEET PRIVACY FENCE IS REQUIRED FOR SCREENING.
9. PROPOSED HANDICAPPED ACCESSIBLE WOOD DUNE CROSSOVER TO BE ENGINEERED BY OTHERS TO MEET ADA RAMP
CODES.
10. PROPOSED GATES TO BE LOCATED OUTSIDE OF R /W, STYLE OF GATES TO BE DETERMINED BY TOWN OF NORTH TOPSAIL
BEACH.
x R/W �I6I
Z m
V -9
z 0I wI
�: , z Y qI �(
Ix
o CL "Icn NI
to 6 SAND COVERED I <Iz
r- v ASPHALT WALK
PROPOSED
%' 3 � PERVIOUS PROPOSED WOOD WALK i
< w GRAVEL
NOY OR FORMERLY 0 0 17.0'
ROGERS BAY i °AMPGROUND CO OWNERS = 73' 9'0 - LEXISTING
P-0 BOX '517 0 PROPOSED PARKING ' GRADE I
SNEAD�° FERRY, NC 28460 z 64' 10' I I
RE'S,IDENTIAL USE
--
SPEED D
EXISTING NC HIGHWAY 210 - ISLAND DRIVE 45
ROSSWALIC ) \
NCDOT NOTES
1. MAINTENANCE FOR EASEMENTS OUTSIDE OF NC DEPARTMENT OF
TRANSPORTATION RIGHTS -OF -WAY ARE THE RESPONSIBILTY OF THE
PROPERTY OWNER (or HOA).
2. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT -OF -'NAY.
3. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE
RIGHT-OF-WAY.
4. PAVEMENT MARKINGS MUST BE PREMARKED, INSPECTED AND APPROVED BY
NCDOT TRAFFIC SERVICES PRIOR TO FINAL PAVEMENT MARKINGS. CO`4TACT
NCDOT TRAFFIC SERVICES AT (910) 341 -0300.
5. ALL TRAFFIC IMPROVEMENT WORK BETWEEN MEMORIAL DAY AND LABOR DAY
WILL BE NIGHT WORK ONLY.
6. ALL TRAFFIC CONTROL SHALL FOLLOW MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
7. PROPOSED ENTRANCE GATES SHALL BE OUTSIDE OF NCDOT RIGHT -OF -WAY.
I
11.5'
I
100' R/W (
SAL' TREATED TIMBERS
BO^,3ERING GRAVEL
(SIZE TOO BE DETERMINED 2.5'
�
LAT: 34- 28 -49N 1,
A PPROV=- PERVIOUS GRAVEL) I
,
I
- -
1 IB
I
PROPOSED ----------------------------------------------------- -
I PEr'JIOUS GRAVEL �
- - - --- - - - - - -- --- ---------------- ------------------ - - - --- - G
(SIZE T� BE DETERMINED BY II-
STAs : STORMWATER I E
':_EE NOTES) I It
ENTRANCE .
i24' 20'
I
I
I I
f •�. PROPOSED - - - - -
ABC STONE AND /OR
I
PERVIOUS GRAVEL
I
I
- - - - -°- - - -
I
I
PARKING DETAIL
3' �.-
am 2987' TO CA INTERSECTION OF
MYRTLE DRIVE & NC HIGHWAY 210 r
EDGE OF ASPHALT 1
APPROXIMATELY 201.2' TO -
UNRELATED ADJOINER (ELVIS) a
EDGE OF ASPHALT
\\
PROPOSED -/"S
4' PICKET FENCE
COASTAL MANAGEMENT
EXISTING ASPHALT & IMPERVIOUS GRAVEL = 16666 Sq.Ft.
PROPOSED ASPHALT APRONS = 1494 Sq.Ft.
PROPOS D ABC STONE = 7697 Sa Ft.
PROPOSED TOTAL BUILT UPON AREA /IMPERVIOUS SURFACE = 25857 Sq.Ft,.
TOTAL i_nT AREA _ = 215487 SQ11
PROPOSED IMPERVIOUS SURFACE = 12.09
ANTICIPATED DISTURBED AREA: 64096 Sq.Ft.
LENGTH OF SHORE LINE: 921.71'
PROJECT NOTES
1. BOUNDARY AND TOPOGRAPHIC SURVEYS WERE PERFORMED BY CHARLES F. RIGGS & ASSOCIATES, INC.
2. PARKING AREA DEVELOPMENT PLANS ARE USED FOR OBTAINING MAJOR CAMA, NC STATE STORMWATER, EROSION
CONTROL PERMITS AND NCDOT DRIVEWAY PERMIT.
3. PROJECT WILL UTILIZE ONWASA WATER FOR POTABLE WATER.
4. PROJECT WILL UTILIZE PORTABLE TOILET SERVICE FOR SANITARY SEWER.
5. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES. FIELD VERIFICATION TO BE PERFORMED ON SITE BY
CONTRACTOR BY CALLING THE NORTH CAROLINA ONE -CALL CENTER AT (800) 632 -4949 AND ALLOW THE CENTER TO
LOCATE EXISTING UTILITIES BEFORE DIGGING.
6. ELEVATIONS ARE RELATIVE TO NAVD 88.
7. FINAL LANDSCAPING TO BE DESIGNED AND INSTALLED UNDER DIRECTION OF LANDSCAPE PROFESSIONAL.
8. PROPOSED RESTROOMS WILL BE A FLOOD PROOF PERMANENT STRUCTURE OR TEMPORARY PORTABLE RESTROOMS TO BE
MOBILE RESTROOM BUILDING OR IF INDIVIDUAL UNITS THEN SIX FEET PRIVACY FENCE IS REQUIRED FOR SCREENING.
9. PROPOSED HANDICAPPED ACCESSIBLE WOOD DUNE CROSSOVER TO BE ENGINEERED BY OTHERS TO MEET ADA RAMP
CODES.
10. PROPOSED GATES TO BE LOCATED OUTSIDE OF R /W, STYLE OF GATES TO BE DETERMINED BY TOWN OF NORTH TOPSAIL
BEACH.
x R/W �I6I
Z m
V -9
z 0I wI
�: , z Y qI �(
Ix
o CL "Icn NI
to 6 SAND COVERED I <Iz
r- v ASPHALT WALK
PROPOSED
%' 3 � PERVIOUS PROPOSED WOOD WALK i
< w GRAVEL
NOY OR FORMERLY 0 0 17.0'
ROGERS BAY i °AMPGROUND CO OWNERS = 73' 9'0 - LEXISTING
P-0 BOX '517 0 PROPOSED PARKING ' GRADE I
SNEAD�° FERRY, NC 28460 z 64' 10' I I
RE'S,IDENTIAL USE
--
SPEED D
EXISTING NC HIGHWAY 210 - ISLAND DRIVE 45
ROSSWALIC ) \
NCDOT NOTES
1. MAINTENANCE FOR EASEMENTS OUTSIDE OF NC DEPARTMENT OF
TRANSPORTATION RIGHTS -OF -WAY ARE THE RESPONSIBILTY OF THE
PROPERTY OWNER (or HOA).
2. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT -OF -'NAY.
3. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE
RIGHT-OF-WAY.
4. PAVEMENT MARKINGS MUST BE PREMARKED, INSPECTED AND APPROVED BY
NCDOT TRAFFIC SERVICES PRIOR TO FINAL PAVEMENT MARKINGS. CO`4TACT
NCDOT TRAFFIC SERVICES AT (910) 341 -0300.
5. ALL TRAFFIC IMPROVEMENT WORK BETWEEN MEMORIAL DAY AND LABOR DAY
WILL BE NIGHT WORK ONLY.
6. ALL TRAFFIC CONTROL SHALL FOLLOW MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
7. PROPOSED ENTRANCE GATES SHALL BE OUTSIDE OF NCDOT RIGHT -OF -WAY.
I
11.5'
I
100' R/W (
(ASPHALT- PUBLIC) L
LIMIT L
LAT: 34- 28 -49N 1,
- -
GE OF ASPHALT
PROPOSED ----------------------------------------------------- -
- - - --- - - - - - -- --- ---------------- ------------------ - - - --- - G
<. -
CONSTRUCTION -
= ENTRANCE E
ENTRANCE .
40' f
f •�. PROPOSED - - - - -
- 293' - -
- - - '... ®- - -
- -
- - - - - - _ -„a -
- - - - -°- - - -
- --
-- --_ - -- -
- - -- i _ ASPHALT APRON -
------ - - - - -- -__- -------- °
°------------ -
-- ---- --- - - - -.. - - - - - -- -
- - - -- - - - - - - - -- -
-- - - - - -- -- -- -------- - - - - -- -----_ 4
__, _. _
".i \'
E I T1NG TURN LANE
c� _
-° � P
_ ... _ ._. _ A
PROPOSED
REMOVED 2
BY NORTH TOPSAIL BEACH &SHALL BE L
�,�1EGETATIVE BUFFER D
LIMITS OF BY NORTH TOPS�riL B
... -
-� , , -_. _
VEGETATIVE BUFFER ,. ` - : R
ROPE FENCE 1
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SPIGOT L
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GR
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NOW OR FORMERLY NOW OR FORMERLY /' ' ! - /�?� <' \` 13 �AC S _ ®® BIKE / , I I -
/ :' .2
i
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VI DULJAN RAJDC HOLDINGS INC �a..
EXISTING \ - .. -
ELVIS I , , i r , 26 SPACES , . , ` . -._ .
IMPERVIOUS
t a
AFTER \ PERVIOUS
A RVILLE 202
6 US HIGHWAY Y 70W
r / ,
3485 W TE KI G
'GRAVEL PAR N i
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98
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BOR NC 27530 i is sPacES RELOCATION _ !'. % :/ \ 3394 S4.Ft. , :.
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