20141153 Ver 1_CAMA Application_20141103

A 2 4 141 153
'Q= A_
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
October 30, 2014
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Karen Higgins
Division of Water Resources
JONATHAN HOWELL
Major Permits Processing Coordinator
John E. Skvarla, III
Secretary
CAMA/DREDGE & FILL Permit Application Review
Town of Emerald Isle
Project Location: EI Eastern Access, 2701 Emerald Drive, in the Town of Emerald Isle.
Proposed Project: Proposes to resurface an existing 154 space parking lot and construct new
sidewalks around the parking area. Pervious pavers and a below grade storm
water treatment system will be used to reduce storm water runoff.
Please indicate below your agency's osition or viewpoint on the proposed project and return this form by
November 19, 2014 . If you have any questions regarding the proposed project, please
contact Ryan Davenport , Permit officer at (252) 808 -2808. Ext. 210. 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.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: 252 - 808 -28081 FAX 252 - 247 -33301 Internet: www.nccoastalmanagement.net
An Equal Opportunity / Affirmative Action Employer

DIVISION OF COASTAL. MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME- Town of Emerald Isle
2 LOCATION OF PROJECT SITE EI Eastern Access (2701 Emerald Dr), Emerald Isle
Photo Index - 2006: 38 -8072 grids (N -16)
State Plane Coordinates - X: 265598 23 Y: 34886 78
Longitude: 76'57'25 69" Latitude: 34'40'33 98"
3 INVESTIGATION TYPE CAMA
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 8/25/14
Was Applicant Present —No
5. PROCESSING PROCEDURE- Application Received — 7/21/2014
Application Complete- 10/20/2014
Office — Morehead City
6 SITE DESCRIPTION.
(A) Local Land Use Plan - Emerald Isle dated 10/28/04
Land Classification from LUP — Public
(B) AEC(s) Involved Estuarine Shoreline, Ocean Hazard Areas
(C) Water Dependent (no)
(D) Intended Use public
(E) Wastewater Treatment Existing — On Site Septic
Planned - None
(F) Type of Structures- Existing — Parking Lot, Bath House, Beach Accessway
Planned — Parking Lot
(G) Estimated Annual Rate of Erosion. 2' /yr
Source — Ocean Erosion Map
7 HABITAT DESCRIPTION
DREDGED FILLED OTHER
(A) High Ground N/A 106,800Ft2 N/A
(D) Total Area Disturbed 106,800Ft2
(E) Primary Nursery Area No
(F) Water Classification SB (Ocean) Open No
SA(Sound) Yes
8 PROJECT SUMMARY: The Town of Emerald Isle is proposing to resurface an existing
154 space parking lot Pervious pavers and a below -grade storm water treatment system
will be used to reduce storm water runoff. New sidewalks will also be constructed around
parking area

Field Investigation Report:
Emerald Isle
Page 02
9. Narrative Description
The Emerald Isle Eastern Access project is located at 2701 Emerald Dr in Emerald Isle,
Carteret Co This property is located by turning south off of Hwy 58 in Emerald Isle into
the Eastern Access parking lot
The Eastern Access property is 3 7acres in its entirety and has a shoreline length along the
oceanfront of 231'. Elevation of the track ranges from 0' to 15' above NHW Presently
onsrte there is an existing 76,040 Ft2 gravel parking lot, a bathhouse with onsrte septic, a
picmc shelter and a beach - access walkway A bulkhead and fishing dock exists on the
Bogue Sound side of the property Minor Pernut 05 -07 was issued for the observation
deck and beach access. General Permit 60102C was issued to the NC Aquarium for the
fishing dock Residential condominiums exist on the east and west side of the oceanfront
parking lot Single fanuly residences exist on the east and west side of the fishing dock.
The high ground vegetation consists of various grasses, sea oats and woody vegetation
The Emerald Isle Land Use Plan classifies this property as Public, with all AEC's
classified Conservation The Atlantic Ocean is classified as SB Bogue Sound is open to
the taking of shellfish, carries a water classification of SA -ORW and is not a primary
nursery area
10 Proiect Description
The Town of Emerald Isle is proposing to improve their existing Eastern Access by
redeveloping a 154 space parking lot with 6 ADA accessible spaces that is 63,603 Ft2
Approximately 12,000 Ft2 of the parking lot will encroach into the 120' Ocean Hazard
setback. The parking lot will consist of 41,567 Ft2 asphalt/ concrete and 22,036 Ft2
pervious pavers Approximately 8,100 Ft2 of the parking lot will be within the ES -ORW
AEC Impervious area within the ES -ORW AEC will be reduced by 3,044 Ft2(37 %).
Surface storm water from the parking lot will be collected in a series of underground
detention chambers A 5' -10' wide concrete sidewalk will be constructed around the
proposed parking lot and 270 linear ft will encroach into the 60' setback The relocation
of the on -site septic area repair field is also proposed All other disturbed areas will be
sodded
11. Anticipated Impacts:
This project would involve 106,800Ft2 of high ground disturbance Impervious area within
the estuarine side will be reduced by 37 %. Stormwater on the ocean side should be
reduced due to impervious pavers and underground detention chambers The potential for
concrete and asphalt to be placed on the beach during a storm evet exists due to the
proposed parking area and sidewalks to encroach within the 120' and 60' setback. There

1
Field Investigation Report:
Emerald Isle
Page 03
would be no Coastal Wetlands affected by this project Frontal dunes will not be affected
Proposed work would occur over previously built upon area
Name: Ryan Davenport Date: 10/28/14 Morehead City

r
CAMA Major Permit Application
for
Town of Emerald Isle
Park Drive Parking Lot and Drainage Improvements
Prepared for:
Town of Emerald Isle
Prepared by
moffatt & nlchoi
1616 East Millbrook Road, Suite 160 PECEIVE D
Raleigh, NC 27609
(919) 781 -4626
D',Mi -AIF1D CJY
October 2014

I .y
v
CAMA Mayor Permit Application
Table of Contents
Application for Mayor Development Permit — Forms DCM MP -1 and MP -3
Attachment A
Project Narrative
Attachment B
Permit Drawings
Attachment C
Copy of Deed
Attachment D
List of Adjacent Riparian Land Owners & Notification Receipts
Attachment E
NCEPA Compliance Statement
Attachment F
Site Photographs
Attachment G
Agent Authorization Form
Attachment H
Previous State and Federal Permits
Table of Contents
PECE VL'
OCT 9 ?r1Y
Town of Emerald Isle oirorr & r cho
Park Drive Parking Lot and Drainage Improvements

E�
rweev -1
NPLICATION for
Major Development Permit
(last revised 12/27/06)
6
1
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Town Of Emerald Isle
Project Name (if applicable)
Park Dnve Parking Lot and Drainage Improvements
Applicant 1 First Name
Frank
MI
Last Name
Rush
Applicant 2 First Name
MI
Last Name
Mike
If additional applicants, please attach an additional page(s) with names listed
Winters
Mailing Address
7500 Emerald Drive
PO Box
City
Emerald Isle
Mailing Address
State
NC
ZIP
28594
Country
USA
Phone No
252 - 354 - 3424 ext
FAX No
252 241 - 6995
Street Address (if different from above)
City
State
NC
ZIP
Email
frush @emeraldisle -nc org
Phone No 1
2. Agent/Contractor Information
Business Name
Moffatt & Nichol
Agent/ Contractor 1 First Name
MI
Last Name
Mike
Winters
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
1616 E Mdlbrook Road, Suite 160
Raleigh
NC
ZIP
Phone No 1
one No 2
27609
919 - 781 - 4646
ext
- ext
FAX No
Contractor #
919 781 4869
Street Address (if different from above)
City
State
ZIP
Email
mwmters @moffattrnchol com
prcFlv�a-
<Form continues on back>
o
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1 Form DCM MP -1 (Page 2 of 5) APPLICATION for
• Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd #
Carteret
2701 Emerald Drive
NC 58
Subdivision Name
City
State
Zip
n/a
Emerald Isle
NC
28594-
Phone No
Lot No (s) (if many, attach additional page with list)
- - ext
Vegetation on tract
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
h
Town of Emerald Isle
4.
Site Description
a
Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
231 ft
160,000 sq ft
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
n /a, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
145 ®NHW or ❑NWL
e
Vegetation on tract
Grass /weedy vegetation
f
Man -made features and uses now on tract
Current man -made features public gravel & asphalt parking lot, bathhouse, picnic shelter, on -site septic system, and timber
beach - access walkways, Former man -made features former Emerald Isle Pier & Thompson Steel Pier
g
Identify and describe the existing land uses adjacent to the proposed project site
Residential homes and condominiums and public beach
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
The parcel is not zoned by Carteret County, the property
(Attach zoning compliance certificate, if applicable)
is owned by the Town of Emerald Isle No change in use
®Yes ❑No ❑NA
is proposed for the site
I
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy []Yes ®No ❑NA
If yes, by whom?
I
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page> 7pi",
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Form DCM MP -1 (Page 3 of 5) APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ❑Yes ®No
(u) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (u) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
Existing wastewater treatment is handled with subsurface disposal on site with a leach field on the east side of the site near
the existing bath house
o Describe existing drinking water supply source
Municipal
p Describe existing storm water management or treatment systems
There is no storm water management or treatment system on site, currently runoff from existing impervious areas drains
towards the back of the site (Emerald Isle Drive / NC 58)
5. Activities and Impacts
a
Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑Private /Community
b
Give a brief description of purpose, use, and daily operations of the project when complete
Purpose Project will serve as a public parking lot for beach access Use Facility will be used by the general public Daily
operations Daily operations will comprise public parking and use of the adjacent facilities, regular public use is anticipated
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 will be via land -based equipment Land -based equipment will be stored on -site for the duration of construction
within a fenced area Equipment specifics will be the responsibility of the contractor
d
List all development activities you propose
Project activities include (see project narrative for more detail)
(a) Reconfiguration and resurface of an existing parking lot, (b) Installation of new stormwater treatment system and levelling
of the site, and (c) installation of new site lighting
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? 24 ❑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
The existing parking lot (impervious surface) conveys runoff as sheet flow generally towards the back of the site (Emerald
Isle Drive / NC 58) The proposed storwater drainage system will collect and treat runoff from impervious surfaces, in
accordance with the Town of Emerald Isle's Universal Stormwater Management Program The parking lot will be graded to
allow sheet flow towards inlets directing flow towards the main stormwater collection system The main stormwater collection
system will consist of detention chambers with a stone infiltration layer a minimum of 28 inches below the parking lot surface
Hydraulic analysis of the infiltration system was performed and it was determined no discharge would occur from the site
during storms in excess of the 50 -year, 24 -hour storm, so no outflow pipe is included in the system
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 [DNA 2Et,t IVrD
j
Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal OCT
DCN; -Yi,NC , 'v
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t�
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I
F Form DCM MP -1 (Page 4 of 5)
cFnrm enntinues nn hack>
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 appl�cabon
package lobe complete Items (a) — (0 are always applicable to any mayor development application Please consult the application
instnrction 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 mad 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 See Attachment D J Phone No
Andress
Name Phone No
Address
Name Phone No
Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
NCDENR - Erosion and Sediment Control /Stormwater (4/1994,
to Town of Emerald Isle, # SW8 940318)
NCDENR - CAMA Minor Development Permit (for existing
walkway, for Town of Emerald Isle, 5/2007, # 05 -07)
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
j A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A1-10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection wrath 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: I gilt 114 ' ftrA V A P-ab, � e 19—
`Pant Name,
Signature
Please indicate application attachments pertaining to your proposed project ,r �,U •.
❑DCM MP -2 Excavation and FIII Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development U
252-808 -2808 .. vvwb ,.r.necoastaSrnanagement.nef

Form DCM MP -1 (Page 5 of 5)
pDCM MP -4 Structures Information
J j
APPLICATION,for
'Mayor Development Permit
�FC�It�cl�
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Form ®CM MP -3
a 111110%
uirLAND DEVELOPMENT
(Construction and /or land disturbing activities)
Attach this form to Joint Application for CAMA Mayor 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
Asphalt & pervious paver parking lot, site lighting,
stormwater treatment system
c Density (give the number of residential units and the units per
acre)
n/a
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 concurrent with this
application
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
entire tract is an AEC, see (i) for areas
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
Existing impervious % = 71% (76,040 sf)
Proposed impervious % = 60% (63,603 sf, neglecting credit
for permeable pavers)
Describe proposed method of sewage disposal
no change to the existing sewage system is proposed
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)
There will be no stormwater outlet pipe from the site, all
water is designed to infiltrate the soil
b Number of lots or parcels
1
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
106,800 square feet
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
concrete pavers, concrete & asphalt
h Projects that require a CAMA Mayor 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
(u) If yes, list the date submitted concurrent with this
application
k Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No [DNA
If yes, attach appropriate documentation
m Does the proposed project include an innovative stormwater
design?
®Yes ❑No ❑NA i <E_ CEIVLD
If yes, attach appropriate documentation
252 - 808 -28082 :: 9- 888.4RC®AST :: vvwrwr.nccoastelmanageunent.net
Di,iv MHO CITY
revised: 12/26/06

Form OCPA OMPe3 (UPOMMld PaEja 2 Os 2)
m Describe proposed drinking water supply source (e g , well,
community, public system, etc)
n/a
o When was the lot(s) platted and recorded?
n/a
aolal�Io�1 '
�bfite; -
Town of Emerald Isle
Park Drive Parking Lot and Drainage Improvements
Project Name
Frank Rush
Applicant Na
p icat SignaturC
n (i) Will water be impounded? ❑Yes ®No ❑NA
(n) If yes, how many acres?
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
n; i _
252 - 808 -2806 1-888- 4RCOAS :° reAsed: 92/26/06

�1 CAMA Mayor Permit Application Attachments
Attachment A
Project Narrative
Q1=i,` 1 /F- Cl
2014
GC i�-i�r JC C,II i
Town of Emerald Isle bdbq niO1°" "iChOl
Park Drive Parking Lot and Drainage Improvements

CAMA Major Permit Application Project Narrative
CAMA Major Permit Application for
Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements
Project Narrative
This application is for a CAMA Major Permit for the Town of Emerald Isle Park Drive Parking Lot and
Drainage Improvements project, prepared under the direction of the Town of Emerald Isle This project
was originally part of an initiative of the State of North Carolina to construct a new ocean pier and
associated facilities as an annex to the aquarium located in Pine Knoll Shores In 2013, the Town took
over the project from the State and land was turned back over to the Town The Town is using the
remaining Waterfront Access and Marine Industry (WAMI) funding awarded for this project to complete
the upland improvements (parking lot, stormwater, and site lighting) included in the original pier plan
Due to budgetary constraints, the site will also incorporate the use of an existing bath house
(constructed in 1994), picnic shelter, and timber beach accesses on either side of the property Under
separate permit, the existing septic repair area at the northwest corner of the site will be relocated
adjacent to the other existing septic repair area at south side of the site For the original Pier project, a
pre - application meeting was held at the Carteret County Health Department in Morehead City, NC on
August 5, 2010 with representatives from NCDENR and USACE The following information provides a
description of the project, construction methodology, and potential environmental impacts
Location
The project site, located at 2701 Emerald Drive, Emerald Isle, NC 28594 (intersection of NC Highway 58
and Park Drive), is on the site of the former Emerald Isle Pier, which was damaged from two hurricanes
in 1996 Previously, the site was home to Thompson's Steel Pier— a steel structure with wood decking
The current site provides parking and a public access bathhouse At the south west corner of the sites,
the beach is accessed by an accessible wood ramp that traverses the dunes The city also maintains a
public beach access right -of -way along the east property line
Project Description
The proposed project consists of three main upland improvements regrading and resurfacing of the
existing parking lot, installation of a below -grade stormwater treatment system, and installation of site
lighting in the parking lot area The flood elevation at the project site is +15 00 feet NAVD88 as
determined from Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM)
number 37206314001
The following site investigations were completed for this project (results are incorporated into the
permit drawings)
• Topographic and bathymetric survey, Rivers & Associates, Inc, November 2009
i2ECClVED
• Geotechnical investigation, S &ME, Inc, January 2010
OAT ! 2014
Dr: ,M-MFID CITY
Upland Improvements
Upland Improvements include a reconfigured and resurfaced parking lot, a new stormwater treatment
system, and new site lighting Additionally, the existing bath house, picnic shelter, and timber beach
Town of Emerald Isle 1 ot+ott s MChol
Park Drive Parking Lot and Drainage Improvements

CAMA Mayor Permit Application Project Narrative
d
accesses on either side of the property will be maintained and refurbished as required for this project
The following table presents a summary of the proposed project A description of each of project
component follows
Project Summary Table
Total Site
2 45 acres (106,800 square feet)
Parking Lot
Existing Impervious / Pervious
76,040 square feet (asphalt & gravel) / 30,760 square feet
Proposed Impervious / Pervious
(sand & grass)
41,567 square feet (asphalt /concrete) & 22,036 square feet
(pervious pavers) & 43,279 square feet (grass)
Stormwater Treatment System
Subsurface infiltration system, permeable pavement
Parking Lot
The proposed parking lot at the project site will consist of asphalt pavement main drives (aisles) with the
parking spaces constructed of concrete pervious pavers The parking lot layout utilizes a circular flow
pattern, resulting in approximately 154 total spaces (including 6 handicap spaces) The asphalt
pavement aisles will be comprised of approximately 8" of aggregate base course over a 4" drainage layer
(wrapped in geotextile filter fabric) on compacted sub -base and topped with approximately 4" of asphalt
pavement The pavement section will be designed in accordance with North Carolina Department of
Transportation (NCDOT) specifications for heavier loads associated with buses, trucks, and other service
vehicles
The concrete pervious pavers will be founded on a 2" layer of bedding sand and an approximate 8" thick
drainage layer (wrapped in geotextile filter fabric) on compacted sub -base Areas of pavers will be
contained within a perimeter concrete curb to ensure that they remain locked in place The parking lot
will be cross - sloped to drain toward grass medians /swales located between parking areas
Stormwater Detention System
With regards to stormwater, the Town of Emerald Isle has adopted the Universal Stormwater
Management Program (USMP) Therefore, according to the town's Unified Development Ordinance
(UDO), Section 6 3, it is required that the runoff from the first 2- inches of rain on impervious surfaces be
collected and treated Previous discussions with NCDENR — Division of Water Quality (DWQ) yielded
that the minimum amount of stormwater to be collected and treated would be based on the difference
between existing and proposed impervious surface areas The existing site contains a rather large
asphalt and gravel (impervious) parking lot (approximately 76,040 SF) The asphalt pavement aisles and
concrete areas associated with the proposed parking lot only account for approximately 41,567 SF of
impervious surface plus 25% of the paver area or 5,509 SF Therefore, it would only be necessary to
collect and treat runoff related to the proposed impervious surface area
The parking lot will be graded such that any surface runoff will sheet flow towards infiltration system
inlets located between parking areas The infiltration system will be made up of two arch type (open
bottom) high - density polyethylene (HDPE) chambers similar to those manufactured by StormTech An
open bottom system enables treatment of the stormwater through the underlying soils and provides a
volume safety factor based on the infiltrative capacity of the soils The chamber material will meet the
material specifications of ASTM F 2418 and are designed to exceed American Association of State
PICU` EL
Town of Emerald Isle 2 dd ©© �1OtToTT & nrchoi
Park Drive Parking Lot and Drainage Improvements rJrT m

CAMA Mayor Permit Application Project Narrative
t
Highway and Transportation Officials (AASHTO) recommended design factors for earth loads and
vehicular live loads The foundation layer beneath the chambers will be 6- inches minimum of clean,
crushed, angular stone (such as a #57 stone) compacted to 95% Standard Proctor Density A non -woven
geotextile filter fabric (AASHTO M288, Grade 2) will be placed between the foundation layer and
compacted sub -grade After installation of the detention chambers, a layer of non - compacted
embedment stone, similar to the foundation stone, will be placed to a minimum of 6 inches above the
chambers An additional layer of geotextile filter fabric will be placed between the embedment stone
and the overlying fill and /or pavement
Utilizing the lower profile StormTech model SC -310 chamber (16- inch), the minimum depth of this
detention system is 28 inches State regulations require that the stone infiltration layer be a minimum
of 24 inches above the seasonal high water table (SHWT) Considering the pavement section (12 -inch
min), stormwater detention facility (28 -inch min), and clearance (24- inches), the top of pavement would
need to be positioned no lower than 64 inches above the SHWT The preliminary soil evaluation
performed for the site determined that the SHWT is in excess of 84 inches below the existing ground
surface Therefore, conditions on -site are favorable for the design and permitting of pervious
pavements (at parking spaces) and a below grade stormwater infiltration system
An analysis of the detention and infiltration capacity of the system during large storm events showed
that a surface discharge point was not necessary to handle overflows The analysis showed that even
the 100 -year, 24 -hour storm event could be detained and infiltrated by the system without any flooding
at the surface
Site Lighting
Four light poles with overhead lights are proposed for the new parking lot configuration The lights will
be placed along the outer rows of the parking area to provide low level security lighting for the public
using the lot
Construction Methods, Schedule, and Monitoring
The proposed project will be completed in one phase, anticipated duration of construction is 6 months
Start date of project is pending receipt of environmental permits and will accommodate the primary
tourist season Construction will occur on land On land equipment will consist of excavation, grading,
and lifting equipment Staging area will be on -site and across main road on soundside property
Sediment and erosion control will be maintained using silt fence around project limits
Potential Environmental Impacts
The USFWS database (updated 9/22/10) was used to collect information on listed endangered and
threatened species for Cateret County
• Turtles — Green sea turtle, Kemp's Ridley sea turtle, Leatherback sea turtle, Loggerhead sea
turtle
r�CE'�,EU
• Shore birds — Piping plover, Red - cockaded woodpecker, Roseate tern
• Marine mammals —West Indian manatee
• Fish — Shortnose sturgeon
Town of Emerald Isle 3 MN moifolf & nlChol
Park Drive Parking Lot and Drainage Improvements

I, - CAMA Mayor Permit Application Project Narrative
o Invertebrates Rough - leaved loosestrife, Seabeach amaranth
The following is a summary of potential impacts from the proposed project to the surrounding
environment and habitat In general, the majority of the impacts are anticipated to be short -term due
to construction activity The project will not impact the existing dune structure USFWS standard
protection measures for endangered and threatened species and erosion control measures will be
maintained during construction In addition, the proposed project includes improved stormwater
treatment
Water Quality
No violations of State Water Quality Standards or significant impacts to water quality are expected
Stormwater
No significant change in stormwater runoff associated with the reconfigured parking facility is expected
due to the balance of impervious and pervious surfaces as compared to the existing facility The parking
area will be graded to allow sheet flow towards inlets directing flow towards the new main stormwater
collection system The collection system will consist of a series of underground detention chambers
with a stone infiltration layer
Terrestrial & Estuarine Resources
The project site is a beachfront property with an established dune system No construction is proposed
waterward of the existing dune system or existing bulkhead (sound side) Construction activities may
have a minimal impact on shorebird during construction, but no long -term impact is expected once
construction is complete
Otr ; f 701
DCM -r *-iv C;7y
Town of Emerald Isle 4 O11" s ^'0h0,
Park Drive Parking Lot and Drainage Improvements

CAMA - Mayor, Permit Application
r
Attachments ,
Attachments
Permit Drawings
RECEW i
Do I 'r ,
Q(— W- iVI -!,, t
Town of Emerald Isle
OttO.t niC�O
Park'Drive Parking Lot,and Drainage Improvements

CAMA Mayor Permit Application
Attachments
Attachment E
NCEPA Compliance Statement
RE- Ei'J =D
Town of Emerald Isle ©bQ "1OTo.+ & r,,Chol
Park Drive Parking Lot and Drainage Improvements

Town of EmeraffIsfie-
Mayor
Eddie Barber
Mayo Pro -Tem
Floyd Messer, Jr
Board of Commissioners
Nita Hedreen
Tom Hoover, Jr
John Wootten
Manpat Wright
July 15, 2014
Visit our web site at www emeraldisle -nc ora
North Carolina Department of Environment and Natural Resources
North Carolina Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Town Manager
Frank A Rush, Jr
frush @emeraldisle -nc ore
Mailing Address
7500 Emerald Drive
Emerald Isle, NC 28594
Physical Address
7509 Emerald Drive
Voice 252- 354 -3424
Fax [phone]
Re- CAMA Permit Application
Town of Emerald Isle Park Drive Parking Lot and Drainage Improvements
The above referenced project does not require NCEPA or NEPA review and will be designed and
constructed in compliance with State regulations for this type of activity. The proposed project is
located on public lands currently owned by the Town of Emerald Isle and will be funded with public
monies. The project will be owned and operated by Town of Emerald Isle and will be accessible to
the public.
Sincerely,
A-A I-
f
Frank A. Rush, Jr,
Town Manager
PECEIbF.0
OCT 6 nXr
i7CfJ'' -,'JH' ? CI ry

CAMA Mayor Permit Application
Attachments
Attachment F
Site Photographs
fir i 2914
> CI
Town of Emerald Isle papa motrof+ & roChol
Park Drive Parking Lot and Drainage Improvements

I
__ 1 L
!J ii�

Llj
I-)
LLJ

CAMA Mayor Permit Application
Attachments
Attachment G
Agent Authorization Form
arC��vr -�
JC i , 5 it' f1;
Town of Emerald Isle MA morrort b. P.,Cho,
Park Drive Parking Lot and Drainage Improvements

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date -7 1ioIry
Name of Property Owner Applying for Permit:
T'Uwh Cr merpta 1, (C &ra,k A T-- Turn M�rt�ye.
Mailing Address:
-76Uo eyme,,iJ Qrptf
irr4N,1od Isty , N 2 £s9 Y
I certify that I have authorized (agent)
Mvff.j- 0NieW to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) p2rKlh) lob s}w►, w4w iMP rvo-"" b
at (my property located at) q20, -, Qcex+ 8051 an41 Ac[cft Erno *+ Id
This certification is valid thru (date) pralctl- clv"fIf�0,1
Property Owner Signature Date
QECz=i`JPD
JC1 S V

CAMA Mayor Permit Application
Attachments
Attachment H
Previous State and Federal Permits
JCfJ ;'ry4 yJ„
Town of Emerald Isle 011ait & r Choi
Park Drive Parking Lot and Drainage Improvements

JOHN P. MCLEAN ENGINEERING ASSOCIATES
106 Manatee Street
March 16, 1994 Cape Carteret, N.C. 28584
Tel: 919 - 393 -2219
Mr. Dan Sams, P.E. Fax: 919 - 393 -2463
Department of Environment, Health & Natural Resources
127 Cardinal Drive Extension O,�
Wilmington, North Carolina 28403 MAR ?11994
Re: Sedimentation and Erosion Control Plan Submittal
Emerald Isle Beach Access, Parking and Bath House, Carteret County, I1l.C- ...................
Dear Mr Sams,
Enclosed herein you will find an application, check and appropriate drawings for review for
the Emerald Isle Beach Access, Parking and Bath House Project, at Emerald Isle, Carteret
County. The property is located on the East side of the Emerald Isle Fishing Pier.
The project has no natural outlet for drainage to the sound, so I have provided an infiltration
bed (Turf Stone) in the lower area of the parking lot. There is -W depressed dry pond
approximately 20 feet wide and 200 feet long on the east side of the property which is itself
about 3 feet lower than the lowest part of the parking lot. It will serve as an outlet in the event
of overflow needs. The bottom of the depression is several feet above the ground water table.
The soil is identified on soils maps as Duneland- Newhan complex (see enclosure). The lowest
part of the project is at least 5 feet above the ground water table for the island.
Please review the enclosed items:
1. Financial Responsibility Form
2. Check for $ 30.00
3 Narrative
4. Drawing
5 Sample Calculations
6 Flood Map of Emerald Isle
7 Soil Map of Emerald Isle
By copy of this letter I am submitting documents to the Stormwater personnel along with a
Submittal Form for air-- eagEnexn in accordance with instructions from the Town Board
of Emerald Isle. CJ-- cs– �� C 1 c' -L',4,1.
Thank you for your assistance in this matter.
Sincerely,
RE
ohn P. McLean
cc: Linda Lewis d MAR 2 , 1994
Pete Allen ®E M
Dave Adkins L rat „ ®� SLUE
Charles Jones (CAMA) ,)c: y =�

FINANCIAL RESPONSIBILITY /OWNERSHIP FORM.
SEDIMENTATION POLLUTION CONTROL ACT
No person may Initiate any land- disturbing activity on one or more contiguous acres as covered by the Act
before this form and an acceptable erosion and sedimentation control plan have been completed and approved
by the Land Ouality Section, N C. Department of Environment, Health, and Natural Resources (Please type or
print and, if question Is not applicable, place N/A In the blank.)
Part A.
I. Project
F�
2. Location of land- disturbing activity: County CARTE2�r I City
or Township_ ENiEfZAL.® 61 _E . and Highway I Street 14C 68
3 Approximate dale land - disturbing activity will be oommenced: MCJI U 1 st' _ 4-
4 Purpose of development (residential, commercial, Industrial, 91c): t�itl�Ihjl� I17 f� �pU�LIG)
S. Total acreage disturbed or uncovered (including off -site borrow and waste areas) : O. 6S
db
6 Amount of fee enclosed $ �?D
7. Has an erosion and sedimentation control plan been tiled ? Yes No
8 Person to contact should sediment control Issues arise during land- disturbing activity
�2� Name J& IJer l 91.4
9 Landowner (s) of Record ( Use blank page to list additional owners.):
dal OF eMF_K& n
Name (s) ®TT iT1014 PE`s AL '04
760Q �M- 67FA .D D/? IV9
Current Mailing Address
WgAi LD 1 :5 . . plc 2.8594
City Slate Zip
10 Recorded in Deed Book No.
Part B.
Current Street Address
City State Zip
Page No.
1 Person (s) or firms (s) who are financially responsible forthis land -disturbing activity (Use the blank pagel�tgoist
additional persons or firms)
FeTr ALLetA) H AAAGEF-
Name of Person (s)or Firm (s)
76-04 of EM 13RALb ISLE
7 50o MiAge ►LE) t7R1 J&
Mailing Address
EMMALD I`5LE . Jac z�59�
CRY Slate Zip
Telephone M - 3e7 4 342 dr
GC` s62014
DC 1 -AJ)HD CITY
Street Address
City Slate Zip
Telephone

DENSITY
PROJECT DATA
Project Name
Location (County, Townsh
unicipality, Address, State Road)
ENGINEERED
Owner's Name -rawiJ OF PMER&Lo I '5LE
Mailing
Phone Number 4 19 - 354 . 3�Z Submittal Date __142 f .. �-
Brief Descripi ion (include map and a ppropriate draw
Name of Water Body Receiving Stormwater Runoff
Classification of Water Body d5;A If SA waters, engineered system, and distance is <0.5
miles, attach report of chloride sampling results mg /1
State /Federal Permits /Approvals Required (Check appropriate blanks)
CAMA Major Sedimentation /Erosion Control ✓
404 Permit DEM /DHS Sewage Disposal
Other (Specify)
CALCULATION OF BUILT UPON AREA
Built upon area means that portion of a development that is covered by impervious or partially pervious cover
including buildings, pavement, recreation facilities, gravel, etc., but not including wood decking. If the project
includes areas draining to different water classifications, please note them separately below
Classification
Built upon area
Total Project Area
% Built upon Area
Allowable B/U Area
Subwatershed
a�
Subwatershed
aCCEIVE
aCn.; I HD Ci Y
Is the Project B/U Area S the Allowable B/U Area 7 6 (If no, an engineered system is required )
% Built upon area = (built upon area / total project area) * 100
Built upon area limits for projects to meet density: SA waters - -- 25%, Other - - -30%
STORMWATER COLLECTION SYSTEM
ibe how the runoff will be treated YyQ'1dff. W6 A
Office use only
p �C E DD
MAR 2 1 1994

March 14, 1994 ID� EGE" ED
Emerald Isle Beach Access /Parking /Bath House
White Oak Township, Carteret County, North Carolina MAR 2 1 1994
® E M y
NARRATIVE: r®J ! `i4C " ='1Y
This property is located on Bogue Banks, within the City Limits of Emerald Isle, along the
eastern side of an unnamed street which leads to the Emerald Isle Fishing Pier The pier has
been in this location since the 1950's. The property to be developed into a beach
access /parking /bath house facility, is presently a campground area with existing septic tanks
and hookups for septic disposal, water supply and electricity for overnight campers. The land
is 0.795 acres The site joins a tract developed last year which is presently being used as a day
parking facility Because the tract purchased in the past is 0 795 acres, and this tract is 0 795
acres, it is apparently subject to Sedimentation and Erosion Control approval.
The owner of the tract is: The Town of Emerald Isle
% Pete Allen, Manager
7500 Emerald Drive
Emerald Isle, North Carolina 28594
Phone No. 919- 354 -3424
The actual acreage of this development is 0.795 acres. A check is enclosed herein for thirty
dollars ($ 30 00)
The development plan includes the construction of a bathhouse, a parking area and septic
system to accommodate the bathhouse. The entrance road and parking will be on a marl base
(CABC). There are NO 404 Wetlands on this tract
The engineer is John P McLean, P.E.
106 Manatee Street ?FCF1N/[ F
Cape Carteret, North Carolina 28584
919 - 393 -2219 filCT I r `°
DCr,'- rrn -;C; �r,ry
The amount of impervious area on the tract is 65 %. Sample calculations are included herein
This plan uses a "Turf Stone" to direct the runoff water into the ground near the north
terminus of the parking lot The "Turf Stone" will be filled with clean washed river rock or
granite to fill voids in the block. The aggregate shall be graded so only large (V to 1 112" stone
will be used to fill the block
A topographic map has been prepared which shows contours of 12 to 19 feet. The property
slopes from the south end toward the north end and ultimately into a swale which is located
across the east end of the property. The flood maps indicate a Zone C. (See FIRM map No
370047 0004 C, Revised 3/4/85, Town of Emerald Isle, Carteret County, N.C.)

e
J•
NATIONAL FLOOD INSURANCE PROGRAM
FIRM
Y , FLOOD INSURANCE RATE MAP
TOWN OF
ri EMERALD ISLE,
NORTH CAROLINA
<' CARTERET COUNTY
E; tlIYRIAYII� PANEL d Of 5
COMMUNITY -PANEL NUMBER
370047 0004 C
MAP REVISED:
MARCH 4,1985
Federal Emergency Management Agency

ti ej
.,y, •.•�'�s:�� •' ' Lam. w I :P' J -
, �:►r •a��' f �lx, ;'�' c nnSi nL BA•,t I I rl• 11I 11
•I _'•S _J r 4,
e•'.'�`T, y�:5r•�'` I %,ij ., l_ltlJl)WAItU OF III! Srlrlltl I
• •.5J �� 1;2 jiJ'�� yY. •I,'' }1, . ..t ��S .rf_}r, rlr t i _
� �_ •; i kR. �����^} � #�i•ir .i y f�•JCJy�`• 7�••Lar�t;frpl�'`;,,��I�;- :�,' . •� r.': r,, ,,
• r e I:•} ,ry yl? •yj•7 '�" Ir. r. �'"{ ",� `�'r •���A I' •• , �•� r - ' 1 J`'��1= `•., �•.. 'r `f
, fy S .. �f���4� •1. r ! ��i��` r s�i��L.���Y�`nJ��•��,'t�i�+1' -^ �i"`I�i�'if�*..��'.'�` •, � .r'•,.l(r, . \a N.y. P��y1, •
..�;;. ai�v .I a "r� :y.•fC� ,��,�y+1'`rF�;,�fr ''4•i °jrr
bssl +4' r{ R Z Pt 7 iwa .,• \/4 `•j fM' $'S *ZONE A
- }'� r I •';� ,,, ''fir • �.
?ONE C
ITE
m
17
ZDO W 200 Q o
M K
a N OCEAN N r
Rill x
mum
COASTAL BASE fL000
LANDWARD OF THE SIIO
p
E c E 9 w E
MAR 2 1 1994
Wri
®EM
0 C E A N

77,
i 1 h iP ' `!1 ► �',
�! 4 Mrrr
S 1�
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t '.(
( a ;,rw
IL
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/4w r
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MAP
SYt iBOL
r '
SOILS OF THE OUTER BANKS
Guide to Mapping Units
MAPPING UNIT
1 Reach, occasionally flooded
2 Leon fine sand
3 Beach - Foredune association
4 Bohicket soils, low
5 Tidal flats
6 Carteret soils, low
7 Corolla fine sand
8 Corolla fine sand, forested
9 Corolla- -Duckson complex
10 Dredge spoil
11 Hobonny soils
12 Duckston fine sand
13 Duckston fine sand, forested
14 Duneland
lei Fripp fine sand
16 Levy soils
17 Madeland
18 Carteret soils, high
19 Carteret soils
20 Currituck soils
21 Newhan fine sand
22 Newhan - Corolla com lex
23 Duneland- Newhan complex
4 Newhan -Ur an an comp ex
25 wanau iine sang
26 Conaby soils
27 Echaw fine sand
28 Kureb Fine sand
29 Currituck soils, high
31 Bohicket: sai Is, high

established and maintained. American beachgrass and hitter
panicum are suitable for this Purpose. After stabilization has
been accomplished, shrubs can be planted in areas protected from
salt spray. Suitable species are waxmyrtle, northern bayberry,
yaupon holly, ragweed, flameleaf sumac, and seacoast bluestem.
The shrubs will provide not only a more permanent cover than the
grass but also an environment within which other native plants ,•,
can become established.
23) Duneland - Newhan complex ✓
This mapping unit is in the immediate area of the dunes that
parallels the Ucearl. A mayor portion of the unit is essoentially
bare of vegetative cover and is called Duneland. The minor Newhan
soils are vegetated, but plant density is variable. Because of _
their intricate pattern of occurrence on the landscape, it was
not feasible to separate these two soil conditions at the scale
used in mapping. The soils are sandy and droughty, and water
moves through them readily. Slopes are variable. They range
from 2 to 30 percent or more, but as a rule, short complex slopes
are more common. The water table is several feet below the sur-
face.
q,.TAL'
4w64 ~ �• t ' •...•dam! 1
AW
to
d�e� ;.! •rt ra , �� �wr, I ,ti b r
4 , - ,
J
e
Fig. 45
Bare dunes are subject to blowing. Fencing and
silt screens in the background are typical struc-
tures used to control wind erosion.
RE; EIN /CU
or 1 j A-, 201"
(55)

Duneland occupies more than half of the mapping unit. It
consists of areas of blowing sands with less than 15 percent
vegetative cover. The sand material is composed of stratiFieci
layers of mostly fine and medium sand.
The minor occurring Newhan soils have more than half of
their surface covered with vegetation. Their soil properties
are the same as described in units 21 and 22. 1".
The major limiting factor of the Dune land - Newlilcl complex
that effects development and recreational uses is the blowing
sand. Structures and plants on these areas are subject to
either being undermined or covered by the-sand. Tlie potential
for blowing sand on these areas is greater than that on areas x
mapped as Newhan fine sand, unit 21, but less than that for
Duneland unit 19. Areas of Duneland - Newhan soils sh otild be
stabilized before development for homesites and recreational
areas is considered. Once these areas are stabi1izeci, tIle Goil
charact- ori,tic, and interpretations for use would be the same as
those given for the Newhan soils.
Only the most drought- tolerant plants should he iised to
stabilize ulese soil areas. American beacligrass and bitter
panicum are suited for this purpose. After stabilization has
been accomplished, shrubs can be planted in areas protected
from salt spray. The best adapted species are waxmyrtle,
northern bayberry, yaupon holly, and flameleaf sumac. The
shrubs will provide a more permanent cover than the grasses as
well as an environment within which other native plants can
become established.
24) Newhan -Urban land complex
This mappinq unit consists of
urban land that are too intricately
scale used in mappinq. They occupy
Head.
,KCC /ED
II Y
id' -M4 13 C.
areas of Newhall soils and
".
mixed to be �ep,a rat t ed -it the
developed arras such as Nags `
Newhan soils occupy more than half of the mapping unit. "
Their soil properties and interpretations are similar to those
given for Newhan fine sand, unit 21.
4
(56)
r►

JOHN P. MCLEAN ENGINEERING ASSOCIATES
106 Manatee street
January 27, 1994 Cape Carteret, N.C. 25584
Tot: 919- 393 -2219
Mr. Pete Allen Administrator Fax: 919 - 393 -2463
Emerald Isle Town Hall
7500 Emerald Drive
Emerald Isle, N.C. 28594
RE: Emerald Isle Bath House & Parking Lot
Dear Pete,
I met with Gerald Kraynak this afternoon, explained the proposed purchase in Block 13 and
the general site development plan. We also made a site inspection. I explained that the Town
of Emerald Isle does not own the middle tract (0.795 acres) which is currently under
consideration, but the tract will be purchased this spring. I explained that we will rearrange
just about all of the 0.795 aereb to be purchased, by grading and installing rock for parking,
Further, I explained that the Town of Emerald Isle would like to provide a public bath house
in addition to the parking lot improvements prior to May 30, 1994,
After Mr. Kraynak understood the information above, he told me that the Town of Emerald
Isle is NOT required to obtain an approved Sedimentation and Erosion Control Plan, With that
understanding, we will not have to obtain a Major CAMA Plan. I will proceed with plans to
develop the bath house and parking, and will keep in mind the request from Dave Adkins that
we provide some alternative to the sheet flow which now exists.
I will be out of the office until Thursday of next week.
Sincerely, P.
a P. McLean
. Gerald Kraynak
Charles Jones
Dave Adkins
Gordon McAdams
Kathy Vinson
Alesia Sanderson
FileSIBHout.2
L6 U16 0Uts bb
tlllJJJn���C111
JAN 3 1 1994
,7I �
D E M
DECEIVED
g4' S i? ?0,14
lDLIV -.IUD :,I-Y

9 ems' - -a
-
State of North Carolina
Department of Environment, Health, and Natural
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT
Jonathan B. Howes, Secretary
April 7, 1994
Mr. Peter S. Allen, Town Administrator
Town of Emerald Isle
7500 Emerald Drive
Emerald Isle, North Carolina 28594
Dear Mr. Allen:
Resources
Bob Jamieson
Regional Manager
Subject: CERTIFICATION OF CONTLIANCR
with Stormwater Regulations
Stormwater Project No. SW8 940318
Emerald Isle Beach Access
Carteret County
The Wilmington Regional Office received a Sedimentation and Erosion Control Plan for Emerald
Isle Beach Access on March 21, 1994. Based on our review of the project plans and specifications, we
have determined that the total built upon area associated with this project is less than 1 acre and utilizes
Best Management PracticeS(BMPs) for enhanced stormwater management and therefore complies with
the Stormwater Regulations set forth in Title 15A NCAC 2H.1003(a)(1). No additional impervious
surfaces (sidewalks, outbuildings, etc.) shall be built other than that which is shown on the plans
submitted and approved by this Office.
Any modification of the plans submitted to this Office and approved by this Office or further
development of this contiguous project will require an additional Stormwater Submittal/Modification and
approval prior to initiation of construction, regardless of the fact that such modification may be less than
one acre. Modifications include but are not limited to; project name changes, transfer of ownership,
redesign of built -upon surfaces, addition of built -upon surfaces, redesign or further subdivision of the
project area as shown on the approved plans.
This Certification shall be effective from the date of issuance until rescinded. The project shall
be constructed and maintained in accordance with the plans and specifications approved by the
Wilmington Regional Office. This Certification does not supersede any other permit or approval. The
developer is responsible for obtaining any and all permits and approvals necessary for the development
of this project. This could include the Division of Coastal Management under CAMA requirements, the
Division of Environmental Management under Wetland 401 Water Quality Certification and /or a Dredge
and Fill Permit and/or a Sewer Extension/Collection Permit, U.S. Army Corps of Engineers 404 Wetland
Permit, NPDES stormwater permit if disturbing five acres or more, local County or Town,E.Agency
permits under their local ordinances, or others that may be required.
P'(' i f
127 Cardinal Drive Extension, Wilmington, N.C. 29405 -3945 ® Telephone [phone] © Fax 910 - 350 -2004
An Equal Opportunity Af irmative Action Employer

Mr. Allen
April 7, 1994
Stormwater Project No. SW8 940318
If you have any questions concerning this matter, please call Mr. Greg Stuffs or myself at (910)
395 -3900.
Sincerely,
Dave Adkins
Water Quality Supervisor
DA/ges: S:\ WQS \STORMWAT\CERTIFIC \SW8940318
cc: Mr. John P. Mclean, P.E., John P. McLean Engineering Associates
Mr. William Whaley, Carteret County Inspections
Bradley Bennett
Wilmington Regional Office
Central Files
RECEIVED
oc r 5 2514
l U11 -11OHD r1i �

Emerald Isle 05 -07
Local Government Permit Number
as authorized by the State of North Carolina, Department of Environment,
and Natural Resources and the Coastal Resources Commission for development
in an area of environment concern pursuant to Section 113A -118 of the
General Statutes, "Coastal Area Management"
Issued to the Town of Emerald Isle, authorizing development In the Ocean Hazard (AEC) at the Eestern Ocean Regional
Access, in Emerald Isle, as requested in the permittee's application, dated 4/3107. This permit, issued on 5/16/07, is
subject to compliance with the application and site drawing (where consistent with the permit), all applicable regulations
and special conditions and notes set forth below. Any violation of these terms may subject permittee to a fine,
imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Construct a public observation deck and handicap accessible beach access ramp.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on 4/10/07.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re- evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site Contact this office at (252) 808 -2808 for a final inspection at
completion of work.
(Additional Permit Conditions on Page 2)
This permit ac[ion may be appealed by the permiltee or other qualified persons
within twenty (20) days of the issuing date From the date of an appeal, any
work conducted under this permit must cease until the appeal is resolved This
permit must be on the project site and accessible to the permit officer when the
project is inspected for compliance Any maintenance work or project
modification not covered under this permit, require further written permit
approval All work must cease when this permit expires on
DECEMBER 31, 2010
In Issuing this permit it is agreed that this project is consistent vrith the local Land
Use Plan and all applicable ordinances This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management
f
Ryan Davenport
C A LOCAL PERMIT OFFICIAL
400 Commerce Ave.
Morehead City, NC 28557 fir i j
111C �J - \9 -li_
PERMITTEE
(Signature required if conditions above apply to permit)

Name: Emerald Isle
Minor Permit # 05 -07
Date: 5116/07
Page 2
(5) All buildings constructed within the ocean hazard area shall comply with the NC Building Code, including the
Coastal and Flood Plain Construction Standards of the N C. Building Code, and the Local Flood Damage
Prevention Ordinance as required by the National Flood Insurance Program. If any provisions of the budding code
or a flood damage prevention ordinance are inconsistent with any of the following AEC standards, the more
restrictive provision shall control.
(6) All buildings must be elevated on pilings with a diameter of at least 8 inches in diameter if round, or 8 inches to a
side if square; and the first floor level of the sills and joists must meet the i 00 -year flood level elevation.
(7) All pilings shall have a tip penetration greater than eight feet below the lowest ground elevation under the structure.
(10)Dune disturbances will be allowed only to the extent necessary for development and if the dune's protective value is
not weakened or reduced. Disturbed dune areas will be immediately stabilized
(11)Atl unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures Disturbed areas shall be vegetatatively stabilized (planted and
mulched) within 14 days of construction completion.
(12)Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently threatened by
changes in shoreline configuration. The structures shall be relocated or dismantled within two years of the time
when it becomes imminently threatened, and in any case upon its collapse or subsidence However, if natural
shoreline recovery or beach renourishment takes place within two years of the time the structure becomes
imminently threatened, so that the structure is no longer imminently threatened, then it need not be relocated or
dismantled at that time. This condition shall not affect the permit holder's right to seek authorization of temporary
protective measures allowed under CRC rules.
(13) The accessway must not exceed six feet in width and shall provide only pedestrian access to the ocean beach.
(14)The accessway must be constructed so as to make negligible alterations to the frontal dunes. This means that the
accessway must be constructed on raised posts or pilings of five feet or less in depth, so that wherever possible only
the posts or pilings touch the frontal dunes without any alteration to the dunes In no case shall the frontal dune be
altered so as to significantly diminish its capacity as a protective barrier against flooding and erosion
(15)Construction of the accessway be shall consistent with all other applicable local ordinances and N C Building Code
standards
(16)The access ramp shall only extend onto the beach far enough to meet ADA requirements as depicted on the plat
dated 10/10/06
SIGNATURE:
PERMITTEE
DATE:
d[CEiv_LI
0 F T I '
C +iCNII- I %I'dD C '

AEC HAZARD NOTICE
Project Is In An: Ocean Erodible Area High Hazard Flood Area inlet Hazard Area
Property Owner:
19wai of l:m+a•al� �slc
Property Address: a -701 Em,,--%A Deade a E 1 I NC 2 W1
Date Lot Was Platted:
This notice is intended to make you, the applicant, aware of the
special risks and conditions associated with development in this
area, which is subject to natural hazards such as storms, erosion
and currents The rules of the Coastal Resources Commission
require that you receive anAEC Hazard Notice and acknowledge
that notice in writing before a permit for development can be
issued
The Commission's rules on building standards, oceanfront
setbacks and dune alterations ate designed to minimize, but not
eliminate, property loss fiom hazards. By granting permits, the
Coastal Resources Commission does not guarantee the safety of
the development and assumes no liability for future damage to
the development Permits issued in the Ocean Hazard Area of
Environmental Concern include the condition that strictures be
relocated of dismantled if they become imminently threatened by
changes in shoreline configuration. The stiuctire(s) must be
relocated or dismantled within two (2) years of becoming
imminently threatened, and in any case upon its collapse or
subsidence.
The best available information, as accepted by the Coastal
Resources Commission, indicates that the annual long -term
average ocean erosion rate for the area where your property is
located is Z feet per year
The rate was established by carefitl analysis of aerial photographs
of the coastline taken over the past 50 years
Studies also indicate that the shoreline could move as much as
59* feet landward in a mayor storm
T�e flood waters in a mayor storm are predicted to be about
feet deep in this area.
Prefeired oceanfiont protection measures are beach nourishment
and relocation of threatened strictures Hard erosion control
structures such as bulkheads, seawalls, revetments, gioins,jetttes
and breakwaters aie prohibited. Temporary sand bags may be
authorized under certain conditions.
The applicant must acknowledge this information and requirements
by signing this notice in the space below Without the proper
signature, the application will not be complete.
'1'r fi4 sm,y.
Applicant Signature Date
SPECIAL NOTE: This hazard notice is required for development
in areas subject to sudden and massive storms and erosion Permits
issued for development in this area expire on December 31 of the
third year following the year in which the permit was issued
Shortly before work begins on the protect site, the Local Permit
Officer must be contacted to determine the vegetation line and
setback distance at your site. If the property has seen little change
since the time ofpermit issuance, and the proposed development
can still meet the setback requirement, the LPO will inform you
that you may begin work. Substantial progress on the project
must be made within 60 days of this setback determination, or
the setback must be remeasured. Also, the occurrence of a major
shoreline change as the result of a storm within the 60- dayperiod
will necessitate remeasurement of the setback. It is important
that you check with the LPO before the permit expires for official
approval to continue the work after the permit has expired.
Generally, iffoundation pilings have been placed and substantial
progress is continuing, permit renewal can be authorized It is
unlawful to continue work after permit expiration
For more information, contact.
Local Permit Officer
Address
Locality
Phone Number
JC '' -n.I�( -,r
Revised 2107

OCEAN HAZARD EC NOTME
Project is on an: Ocean Erodible Area High Hazard Flo d Area Inlet Hazard Area
Property Owner: F0w� d `� z5me' -dc/ �r,
Property Address: Z_70( Ema*.. f`1 prey
Date Lot Was Platted:
_ This notice is intended to make you, the applicant, aware of the
special risks and conditions associated with development in this
area, which is subject to natural hazards such as storms, erosion
and currents The rules of the Coastal Resources Commission
require that you receive an AEC Hazard Notice and
acknowledge that notice in writing before a permit for
development can be issued
The Commission's rules on building standards, oceanfront
setbacks and dune alterations are designed to minimize, but not
eliminate, property loss from hazards By granting permits, the
Coastal Resources Commission does not guarantee the safety of
the development and assumes no liability for future damage to
the development Permits issued in the Ocean Hazard Area of
Environmental Concern include the condition that structures be
relocated or dismantled if they become imminently threatened
by changes in shoreline configuration The structure(s) must be
relocated or dismantled within two (2) years of becoming
imminently threatened, and in any case upon its collapse or
subsidence
The best available information, as accepted by the Coastal
Resources Commission, indicates that the annual long -term
average oce erosion rate for the area where your property is
located is Ink feet per year
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years
Sgt* also indicate that the shoreline could move as much as
feet landward in a mayor storm
Tlte, flood waters in a major storm are predicted to be about
JCS feet deep in this area
Preferred oceanfront protection measures are beach nourishment
and relocation of threatened structures Hard erosion control
structures such as bulkheads, seawalls, revetments, groins, jetties
and breakwaters are prohibited Temporary sand bags may be
authorized under certain conditions
The applicant must acknowledge this information and
requirements by signmg this notice in the space below Without
the proper signature, the application will not be complete
``- 101111 17
Property Owner Signature Date
SPECIAL NOTE: This hazard notice is required for
development in areas subject to sudden and massive storms and
erosion Permits issued for development in this area expire on
December 31 of the third year following the year in which the
permit was issued Shortly before work begins on the project
site, the Local Permit Officer must be contacted to determine the
vegetation line and setback distance at your site If the property
has seen little change since the time of permit issuance, and the
proposed development can still meet the setback requirement,
the LPO will inform you that you may begin work Substantial
progress on the project must be made within 60 days of this
setback determination, or the setback must be remeasured Also,
the occurrence of a mayor shoreline change as the result of a
storm within the 60 -day period will necessitate remeasurement
of the setback It is important that you check with the LPO
before the permit expires for official approval to continue the
work after the permit has expired Generally, if foundation
pilings have been placed and substantial progress is continuing,
permit renewal can be authorized It is unlawful to continue
work after permit expiration
For more information, contact:
C /4 /-V1 /�-
Local Permit Officer
_7 --00
Address
Locality
Z - ����U
Phone Number
Revised May 2010

a
I
R
v
TOWN OF EMERALD ISLE
EMERALD ISLE, NORTH CAROLINA
PARK DRIVE PARKING LOT AND
DRAINAGE IMPROVEMENTS
SHEET INDEX
SHEET
NUMBER
11TH
GENERAL SHEETS
G -001
COVER SHEET
G -002
EXISTING CONDITIONS PLAN - SHEET 1 OF 2
G -003
EXISTING CONDITIONS PLAN - SHEET 2 OF 2
CIVIL SHEETS
C -101
CIVIL SITE PLAN
C -500
CIVIL DETAILS
PELETIER s
�7-
N 2A4
y yr GGpFttER�j BOGUE
?4 CEDAR
POINT
BOG 11A0
US
PROJECT SITE
BOGUE 6MERA� `
INLET
ATLANTIC OCEAN
VICINITY MAP
NTS
4M _
T`
SL
• r '�. PROJECT SITE
ATLANTIC OCEAN
RECEIVED
OCT 15 2014
DCM -MHD CITY
r--4t I
nI;� :v
W
Qa
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g
6
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s
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Sneer
Reference
Nunber.
G -001
SMN I W 5

I
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2 3 4 5
NOTES:
1. PROJECT SITE SURVEY WAS PERFORMED IN NOVEMBER, 2009 BY THE FOLLOWING. THE PROFESSIONAL LAND SURVEYOR OF RECORD IS PETER W.
HARTMAN, NORTH CAROLINA LICENSE NO. L -4262.
RIVERS do ASSOCIATES. INC
107 EAST 2nd STREET
GREENVILLE. NORTH CAROLINA 27858
2. THE FOLLOWING DATA IS PROVIDED REGARDING TIDAL INFORMATION. TIDAL INFORMATION WAS OBTAINED FROM THE NATIONAL OCEANIC AND
ATMOSPHERIC ADMINISTRATION (NOAA), NATIONAL OCEAN SERVICE (NOS) BENCHMARK 865 6590 (ATLANTIC BEACH, NORTH CAROLINA). ELEVATIONS
ARE REFERENCED ON THE 1983 -2001 EPOCH.
D
I
D
MHHW = +1.66 FT (NAVD88)
MHW - +1.32 FT (NAVD88) I
NAVD88 - +0.00 FT
MSL – –0.48 FT (NAVD88) — -- — -- — -- — -- — '-� I
MLW - –2.33 FT (NAVD88)
MLLW = –2.48 FT (NAVD88)
3. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD 1988). W -�
4. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS.
5. THIS PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA, "ZONE AE AND ZONE VE" (AREAS DETERMINED TO BE INSIDE 1.0% ANNUAL OCEAN REEF W �Cp ° \ ',
M.B PG 73
22
CHANCE FLOODPLAIN), AS DETERMINED FROM FIRM MAP NUMBER 3720631400J PANEL 6314, EFFECTIVE JULY 16, 2003. NGVD29 + ( —)1.04 = I . .
NAVD88
l;
6. ELEVATIONS AND CONTOURS SHOWN ARE BASED ON NAVD88 DATUM. NCGS BENCHMARK USED FOR VERTICAL CONTROL: MONUMENT GEORGIA (PID
AC7492), ELEV = 24.95 FEET(NAVD88).
I
7. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT REPORT. RIVERS do ASSOCIATES DOES NOT CLAIM THAT ALL L-'------- "----- -- --- --------- ---- - - - - -- / i i i
MATTERS OF RECORD WHICH MAY OR MAY NOT AFFECT THIS PROPERTY ARE SHOWN HEREON. I�
°
B. PROPERTY SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS OF WAY, RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD.
�
g= U.
C
C
9. UNDERGROUND UTILITIES PLOTTED IN PART FROM FROM INFORMATION SUPPLIED BY UTILITY PROVIDERS. NC ONE CALL WOULD NOT MARK UTILITIES ----------------------- --- '--- '— '-- '-- -------- - - - - -� G?A�L I
�� E
C a
FOR THIS SURVEY, LINE WORK IS APPROXIMATE AND ACTUAL LOCATIONS WILL VARY. OTHER UTILITIES MAY EXIST. CONTRACTOR SHOULD CONTACT
I
m g O
,38 + — I
��
NORTH CAROLINA ONE –CALL CENTER (NC ONE –CALL) AT 1 -800- 632 -4949 TO HAVE UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR J ��
TRENCHING.
I
° _ x
y II /
\
M
10. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN ARE COMPRISED OF ALL SUCH UTILITIES IN THE AREA OF SURVEY EITHER IN - - - — - - — - - - — - — - - - - — - — - — - - — - - — - - — m' QQ
SERVICE OR ABANDONED. THE SURVEY FURTHER
Y
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED. THE SURVEYOR DOES HEREBY CERTIFY THAT ALL UTILITIES ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.
THE SURVEYOR HAS NOT PHYSICALLY
UNCOVERED AND LOCATED ANY UNDERGROUND UTILITIES.
W
11. AREA NORTH OF EMERALD DRIVE IS WITHIN THE 575 OUTSTANDING RESOURCE WATER LINE. OCEAN REEF W I ?
' I M.B. 22 PG 73
I
I,
FLOODPLAIN FROM FEW IRM 3720631400J
PANEL 6314, EFF£C AVE JULY 16, 200J
(ZONE AE: ELEVA = 7' (NA W88)) I _
'•
Q j I W
OCEAN REEF OCEAN REEF I Q'-
F.
7 R =
�' '• I
J
,
8 8 '
_ M.B. 22 PG 73 M.B. 22 P 73
G'.
I ' � R I �
SEA AND RETAINING WALL
- -' -- - -
e
- - -- -- J
S 0472'49" f -- - -- -------------------------------- I
I
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`� 79.06' I
`
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J l I �2.5' WOOD FENCE 353.55'eJ c 1. FENCED
S 75'11'13" E' / _ % > l S 0435'14" E / m - _________ FENCE l I I
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;` r \y" PARK DRIVE l �, i
-- - - --
CO i J ! - -- -- -- 16--- --- ---- - - - - -� 9'13'07
Q /1' ry% ! �' (60 PUBLIC,R/W. PAVEMENT WRATH VARIES) N 860.23' W / f I
GRAVEL / /I
s71,, 11 j / <' GRAVEL / Y ! / l Q 13
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p
\� RECEIVED
1
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N 04738 'S8" W 411.28' D ,
e
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MEAN HIGH J J ! I
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A
ROCK POINT ' '
I WATER LINE SUBDIVISION I ROCK POINT ROCK POINT ROCK POINT I
M.C.-M 'N.IWtIWN
A N.C.. py l,A2{2 $
M.B. 29 PG. 669 SUBDMtiION I SUBDIVISION I SUBDIVISION I
I, M.B. 105 PC, 108 i M.8. 29 PG. 669 M.B. 29 PG. 669 M.B. 29 PG 669
I
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a, ate rlo
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- I i
a. wat.l.I�s E.
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Sheet
20' 0' 20' 40'
Reference u
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Nunbar.
SCALE: 1 " =40'
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DIANN DRIVE
(50" PRIVATE R/W)
6 WALK WAY EASEMENT PER M.B. J1 PG 671
ACCESS WALK
I
I I I
I �1
=_ -_ _ �- i( -:5 04'15 SSE 7�0.87'-
- -- -i1 12-- - - -___ - - = _ _ -_- = S�I1011RS AND
_FOOT WASH. IYP:
/ ` Da' EDGE OF VECETAnON TYR
I I ' 89.5 457' E ��� i ,' cE of vECErAnav rn. �` FLUM_- . 1
1 I1—
54.77' -� - - - -- ' - -- --- - --- -- `.._� Oi`" v ,
-- - -- - - - - -- 16-^ --- - - - - -- I CONC.
--- - -1- -'
r____________ 1 T_______ ________'_- S PAD
�- — — — - -- — — - — I ` __ ____________�__
STATE OF NORTH CAROLINA I R PAIR AREA PER _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _L _ _ RESTROO
/ - Ex/snNC NmFlCAnaw FIELD
/ D.B. 13040 PG. 410 I P ANSS/Lav i - - - - ---- - - - - -- (. 4 - - -- -- - - - -- Q /
M.B. 31 PG. 671 - - - - -- ------- - - - -�- i - - -- - -- - - -� - -� i
1 '1 (TRACT 1) I r------------------- %- - - - - -- - -- - -i --�
1 1 t=-------- - - - - -� ------------------- -- e- - -- �:,
1
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QPAVEL PARKING � - I
j IQi
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' - ------- -- - - -- -- I-------------- - - - - -' — — — — — — — — — - --
I
II / - - - - - - - - - - - - -
CONCRETE
L J! r \ R SfP TIC DESIGN
£R I \ t PAD GRAVEL PARKING
PLANS
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I FLOODPLAIN FROM FEMA FlRM 3720631 400✓
PANfL 6311, EFFEC77W AILY 16, 2003
(ZONE VE; £LEVAnON = 13' (NAVOBB))
575' AEC LINE
5
OCEAN REEF CONDOMINIUM
' PHASE X
15' WALKWAY EASEMENT PER M.B. 31.Pa 671
NV ACCESS WALK
� 1 ,
11
r--- - - - --� i i 11
I �
1 ,
1 IR
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GRAVEL PARKING
11�
II I
I I I
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' 1
I I
-------- - -- - - - - --
I - - - — - N 0435 09 W 678.59'
f 10 UTILITY EASEMENT (D.B. 769 PG. 557, I /
D.B. 729 PG. 361, D.B. 657 PC. 99)
f PARK DRl l/E/' /
i (60 PUBLIC R/W /EASEMENT. PAWVENT MOTH VARIES) STONE PIER
MONUMENT
p \ /4.
m' b / ASPHALT CURB
N 0435'09" W 49312'
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11 i i lr L'J 1;j
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M.B. TOR PG. 26 ' b
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--------
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RECEIVED
OCT 15 X#
DCM- MH9\19"
20' 0' 20' 40'
SCALE: V =40'
Jd
EO
I <'s Z N
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Sheet
Reference
N1lnlber 00
G -003 s
sneer s a s
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1 I
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DIANN DRIVE I
RELOCATED SEPTIC (50' PRIVATE R/W) I EXIST. BATH HOUSE
rREPAIR AREA (42'x52') I
N
6 WALK WAY EASEMENT PER M.B. 37 PG. 671 EXIST. O TSITE WASTEWATER
»uGO ACCESS WALK TREATMENT AREA
x
BAR PAVEMENT
'ING (IICDOT -
1205.1), TYP
r
r
7--(1-8 PROX ITS OF I 1 V10WFRS AND AREA TO E SODDED 1 F00T WA 4H, IlP
,r OF lF(;FTATlON. TYP. CON(.V4 L'E ^•
rLUM O
I 1
_� ------ - - - --I •� ; 1 cave
SfE NOTE 1
STATE OF NORTH CAROLINA I sb ^ ' ..I :r .; J ','.`. 1 RFSTR00
D.B. 13040 PG. 410
M.B. 31 PG. 671 }
(TRACT (E�
1
I 575' AEC LINE �
- -
I CONP SIDEWALK d
2' -6" CONC CURE do GUTTER 1 •°
( NCDOT STD 8461.01), TYP �.
LIGHT POLE W/
1 OVERHEAD LIGHT, TYP
PERVIOUS PAVER 1 .� "I f
OCEAN REEF CONDOMINIUM
PHASE X
r 15' WALKWAY EASEMENT PER M.B. 31,PG. 671
TIMBER WALKWAY-, d
WW ACCESS WALK
1
~
1
WHEELCHAIR RAMP
''JJ H9'45'17 "' 1
1 l- -- 54.77'
°
�
t
DIRECTIONAL ARROW PAVEMENT MARKING
1 I I
I I
I
I
� I
11 I I
I
I
ELECTRICAL PULLBOX, TYP
SITE UNDERGROUND
- TO EXISTING I ELECTRICAL, TYP
ADWAY, Tjr�'
I
REA TO BE
PODDED
I M
C 2
d
TOTAL IS 1,702;
AT 25%
IMPERVIOUS,
AREA IS 426
TOTAL
z
TOTAL
d
,
I
W
DIRECTIONAL ARROW PAVEMENT MARKING
24" DIA PARTIALLY I
PERFORATED HDPE PIPE (NCDOT STD 1205.08). TYP
07
I
I PEDESTRIAN CROSSWALK
IPAVEMENT MARKING j
1
1
0
V
CONC WHEEL BLOCK, 1 18" DIA PARTIALLY
15" DIA PARTIALLY
( NCDOT STD 1205.07), TYP i °
I h
g
UNDERGROUND P/C CONC
DIVERTER STRUCTURE, SEE
BAR PAVEMENT
'ING (IICDOT -
1205.1), TYP
r
r
7--(1-8 PROX ITS OF I 1 V10WFRS AND AREA TO E SODDED 1 F00T WA 4H, IlP
,r OF lF(;FTATlON. TYP. CON(.V4 L'E ^•
rLUM O
I 1
_� ------ - - - --I •� ; 1 cave
SfE NOTE 1
STATE OF NORTH CAROLINA I sb ^ ' ..I :r .; J ','.`. 1 RFSTR00
D.B. 13040 PG. 410
M.B. 31 PG. 671 }
(TRACT (E�
1
I 575' AEC LINE �
- -
I CONP SIDEWALK d
2' -6" CONC CURE do GUTTER 1 •°
( NCDOT STD 8461.01), TYP �.
LIGHT POLE W/
1 OVERHEAD LIGHT, TYP
PERVIOUS PAVER 1 .� "I f
OCEAN REEF CONDOMINIUM
PHASE X
r 15' WALKWAY EASEMENT PER M.B. 31,PG. 671
TIMBER WALKWAY-, d
WW ACCESS WALK
1
~
1
WHEELCHAIR RAMP
CONS SIDEWALK
°
�
t
DIRECTIONAL ARROW PAVEMENT MARKING
O
( NCDOT STD 848.05),
�31
w
PPROX LIMITS
OF
h'
I f F.
I
REA TO BE
PODDED
I M
C 2
d
TOTAL IS 1,702;
AT 25%
IMPERVIOUS,
AREA IS 426
TOTAL
z
TOTAL
d
,
I
W
DIRECTIONAL ARROW PAVEMENT MARKING
24" DIA PARTIALLY I
PERFORATED HDPE PIPE (NCDOT STD 1205.08). TYP
-o—
I
I PEDESTRIAN CROSSWALK
IPAVEMENT MARKING j
II
I>s
0
V
CONC WHEEL BLOCK, 1 18" DIA PARTIALLY
15" DIA PARTIALLY
( NCDOT STD 1205.07), TYP i °
I h
g
,I
Q
d
I 11
1
ti
I
I 11
Q
PARKING SPACE, TYP 1
~
1
WHEELCHAIR RAMP
CONS SIDEWALK
°
�
t
DIRECTIONAL ARROW PAVEMENT MARKING
O
( NCDOT STD 848.05),
�31
11
DROP INLET STRUCTURE
®
h'
I f F.
a
TYP (4 TOTAL)
I M
C 2
d
TOTAL IS 1,702;
AT 25%
IMPERVIOUS,
AREA IS 426
TOTAL
I
TOTAL
W
i g
NET REDUCTION OF 3,044 SF (37X)
I
DIRECTIONAL ARROW PAVEMENT MARKING
24" DIA PARTIALLY I
PERFORATED HDPE PIPE (NCDOT STD 1205.08). TYP
-o—
I
I PEDESTRIAN CROSSWALK
IPAVEMENT MARKING j
II
I>s
0
V
CONC WHEEL BLOCK, 1 18" DIA PARTIALLY
15" DIA PARTIALLY
( NCDOT STD 1205.07), TYP i °
I h
g
e'
i.:::.
r I °
I TIE TO EXISTING ELECTRICAL
r I PIER POINTE IV
PHASE 2
r I M.B. TOR PC, 128
1 c, >ta•,a,w�rruM Itn"n
LEGENDo
OPERVIOUS PAVER PARKING AREA
L�
CONCRETE SIDEWALK ON -GRADE
® ASPHALT PAVEMENT MARKING
LAND COVER
MATERIAL
HANDICAP PAVEMENT MARKING
t
DIRECTIONAL ARROW PAVEMENT MARKING
O
MANHOLE FRAME do COVER
ASPHALT
DROP INLET STRUCTURE
®
WHEEL CHAIR RAMP
CONCRETE
679
PERMEABLE
PAVEMENT
TOTAL IS 1,702;
AT 25%
IMPERVIOUS,
AREA IS 426
TOTAL
8,264
TOTAL
5,220
NET REDUCTION OF 3,044 SF (37X)
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r I PIER POINTE IV
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r I M.B. TOR PC, 128
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LEGENDo
OPERVIOUS PAVER PARKING AREA
L�
CONCRETE SIDEWALK ON -GRADE
® ASPHALT PAVEMENT MARKING
LAND COVER
MATERIAL
HANDICAP PAVEMENT MARKING
t
DIRECTIONAL ARROW PAVEMENT MARKING
O
MANHOLE FRAME do COVER
ASPHALT
DROP INLET STRUCTURE
®
WHEEL CHAIR RAMP
rr_mviVUJ 7'P1YLr% oW7VUAR1 r7v a.una. unvr „"t..c ;c
CURB, TYP STORMTECH SC -310 W/ FRAME & GRATE P/C CONC DROP INLET III
P/C CONC DROP INLET #3 SUBSURFACE STORMWATER W/ FRAME do GRATE
W/ FRAME do GRATE CHAMBER OR APPROVED EQUAL
(2 EA ® 320') ,
I I
I ♦d II
I II
I ,
SEE NOTE 1
ACCESS
WALK
,_. ....� .y..- • is — 1 — -
W
CONC
SIDEWALK
/
ASPHALT PAVEMENT 1
A3 1 CONC SIDEWALK 1` TRAVELWAYS 1 I
C- I PIER POINTS In 1 , 1 E is f. TIMBER DECK AND
I E hi PHASE I// f i / ` / J%DA ACCESS RAMP TO
QP a?„ •i. M.B. IOR PC 26 1 1 VEA�H
RECEIVED • I
I � I
SUMMARY OF IMPERVIOUS SURFACE IMTHIN THE 575' AEC LINE
PRE - DEVELOPMENT:
POST- DEVELOPMENT:
LAND COVER
MATERIAL
QUANTITY (SF)
LAND COVER
MATERIAL
QUANTITY (SF)
ASPHALT
2,556
ASPHALT
4.115
GRAVEL
5,708
CONCRETE
679
PERMEABLE
PAVEMENT
TOTAL IS 1,702;
AT 25%
IMPERVIOUS,
AREA IS 426
TOTAL
8,264
TOTAL
5,220
NET REDUCTION OF 3,044 SF (37X)
N' 1
OCT1`1 52014 ;I
pCMWHD CITY
NOTES:
1. TOP ELEVATION OF NEW CONCRETE SIDEWALK SHALL BE FLUSH WITH TOP ELEVATION OF EXISTING TIMBER
WALK WAYS /RAMPS.
2. CONCRETE SIDEWALK SHALL BE IN ACCORDANCE WITH NCDOT STANDARD DRAWING 848.01, UNLESS OTHERWISE NOTED.
3. FRAME AND COVER FOR MANHOLES SHALL BE IN ACCORDANCE WITH NCDOT STANDARD DRAWING 840.54.
4. PRECAST DROP INLET SHALL BE IN ACCORDANCE WITH NCDOT STANDARD DRAWING 840.14. FRAME AND GRATE FOR
DROP INLET SHALL BE IN ACCORDANCE WITH NCDOT STANDARD DRAWING 840.16.
5. ALL HOPE PIPE SIZES SHOWN ARE INSIDE DIAMETER. ALL HDPE PIPES SHALL UTILIZE WATERTIGHT CONNECTIONS.
6. PARKING PROVIDED:
A. HANDICAP PARKING SPACES ................6
B. PARKING SPACES .. ............................154
C. TOTAL SPACES ..... ............................160
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c0
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v
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AM = a°
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20' 0' 20' 40' Reference N
Number. °o
I
SCALE: 1 " =40' 0.101 0
5 stw 4 of s
a

i7
` 1
2
3 4
5
P/C CONC STORMWATER
TREATMENT DIVERTER
STRUCTURE BELOW GRADE
STORMTECH SC -310 SUBSURFACE
2' -6" STORMWATER CHAMBER OR
APPROVED EQUAL, TYP
D
N
p
$
6' -0"
DIVERSION
o CLASS B RIP RAP
ENERGY DISSIPATER
CHAMBER
I
N PAD, TYP
0
24'0 ADS N -12 HDPE SMOOTH INTERIOR PIPE
`N
—UiLLLL
U,
PARTIALLY PERFORATED & WRAPPED IN FILTER FABRIC
o
N r. ,
O
c
c
o
.•.t
s _
J
L 15' -0"
TYP
CL
12 "0 ADS N -12
RECEIVED
HDPE PIPE, TYP
MANHOLE FRAME do COVER PER
OCT 15 2014
NCDOT STD DRAWING 840.54,
TYP
DCM -MHD CITY
CONCRETE
DIVERTER STRUCTURE DETAIL
C -101 SCALE: 3/16' -1' -0"
B
gg 33
s
127' -6"
E
N
M
CE PIPE de SWALE
B
1 T' 2� " 19T�0"
3' -3" 3' -3"
K i
B
o
ASPHALT
I
w
PAVEMENT, TYP
CONC SIDEWALK CONC CURB do
3" /57 WASHED STONE AGGREGATE FILL
CONC BOUNDARY
CURB. TYP
°
t
o
GUTTER, TYP
CONC WHEEL
PERFORATIONS UP PERVIOUS
BOUNDARY
g
PERVIOUS BLOCK, TYP
CURB, PAVERS, TYPi
s
.�. .. .-
SLOPE PAVE TYP
PE RS,
. ;.� �+. rt" w..il � .► . .i.iiT!r � rG
STORAGE EL
I
��'(1 _ _ AL+�fi4 w,r. '
D°o
UI
{,
wF
c E
WOVEN GEOTEXTILE I
i
a
PLACED BENEATH EL = 9.30 1`
AASHTO M288 CLASS 2
- C a
PERVIOUS PAVER
#2 CRUSHED STONE
NON —WOVEN GEOTEXTILE, TYP
a
AREAS, TYP
z
E
STORMTECH SC -310
ADS N -12 HDPE SMOOTH
STORMWATER CHAMBER OR I
INTERIOR PIPE PARTIALLY
APPROVED EOUAL, TYP
4' -6" PERFORATED do WRAPPED APpROX
IN FILTER FABRIC �_
WATER TABLE EL = 6.0
0
A
INV EL = 9.80
s = 0.00r.
�p
7' -6" AASHTO M288 CLASS 2
A
NON —WOVEN GEOTEXTILE
15' -0"
E
d
63 SECTION
00
BE" E
C -101 SCALE: 3/16 " -1' -0"
Sheet o
4' -0'
0' -0" 2' -0'
4' -0'
N
Reference Oo
SCALE: 3/16 " =1' —O..
i
C_500 o
6
1
4
5
Shoe 6 of
a