SW8051048_COMPLIANCE_20120123

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW���
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
F, COMPLIANCE EVALUATION INSPECTION
DOC DATE
✓,lll`'�Olo'12j
YYYYMMDD

4
JBS'(910)
CONSULTING, PA
7332 Coteswo►th Dnve
Wilmington, NC 28405 619-9990 Fax [phone]
PI ANNING - ENGINEERING - CONSTRUCTION MANAGEMENT
January 21, 2013
NCDENR DWQ
127 Cardinal Dnve Extension
Wilmington, NC 28405
RE Certification Letter
Waterway Park
Storrnwater Permit # SW8 051048
Oak Island, Brunswick County, NC
To Whom it May Concern
I, Bradford Sedgwick, PE, as a duly registered Engineer in the State of North Carolina, having been
authorized to observe (periodically) the construction of the project, Waterway Park Oak Island, NC for
the Town of Oak Island (project owner) hereby state that, to the best of my abilities, due care and
dtlligence was used in the observation of the project construction such that the construction was
observed to be built within substantial compliance and intent of the approved plans and specifications
The checklist of items on Page 2 of thts letter is included in the Certification
Noted deviations from the approved plans and specifications
1 Spreader weirs from the two overflow devices were in the process of being installed
Sincerely yours,`ar`a`"pcull IInIII1111r�urr,r4,,,
1L(aa�fC�rA
QQ,�`v=
ry1/l//II11111111VN�"1`\
Brad Sedgwick, PE (PE NC 026378),��Ra
President Innumlmuui
C Mr John Michaux, Public Works Director
J{ L1:--CF1�E
BY
I/ JANY3� Z.
E

2
k
State Stormwater Management Systems
Permit No SW8 051048
Certification Requirements
(�&1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the protect is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
'3� 5 The bypass structure weir elevation is per the approved plan (�5
6 The bypass structure is located per the approved plans
,%7 A Trash Rack is provided on the bypass structure
_%__8 All slopes are grassed with permanent vegetation
�9 Vegetated slopes are no steeper than 3 1
�10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
%,�_ 12 All required design depths are provided
13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Town of Oak Island Building Inspections
Page 7 of 7

r
RCDENR
Nortth Carolina Department of Enwronmen( and Natural Resources
Division of Coastal Management
N11criaEl r E�s,_ay C3vc-,rc, Charles S Jones, Director v uhai- C Rossir secreiar/
fr
r
r
3
April 11, 2006
- — - MEMORANDUM
TO Linda Lewis
and
Noelle Lutheran
Division of Water Quality
FROM Doug Huggett, Major Permits Coordinator
0 (ev�
SUBJECT CAMA & Di edge and Fill Permit Application Review '
Applicant Town of Oak Island / Waterway Park
Project Location 1404 East Yacht Drive, adjacent to AIW W
Proposed Project Town of Oak Island pioposes to construct a public. k~ atei liont pack tacilit\
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by April 27, 2006 If you have any questions regarding the proposed project please contact 11111
Gregson at [phone], when appropriate, in-depth comments with supporting data is requested
REPLY. This agency has no objection to the project as proposed S,I�'i{.Uz"� �
This agency has no comment on the proposed project �'rr'r►i t��'`
This agency approves of the project only if the recommended changes aie
incorporated See attached
This agency objects to the project foi reasons described in the attached LOni nc.tits
SIGNED L �- DATE :1 1
127 Cardinal Drive Ext , Wilminetcn, North Carolina 28405-3845
Phone [phone] FAX [phone] I Internet ti.nM nccoastalmanagement net
,n ��ual Opportunity 1 Afrrmative Ac^on ETplc}er - 50'% Pecyc'ed 1 10,,, F a Consume, Pape.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I APPLICANT'S NAME Town of Oak Island / Waterway Park
2 LOCATION OF PROJECT SITE 1404 East Yacht Drive, between N E 14' Street and N E 15'
Street, adjacent to the Atlantic Intracoastal Waterway, within the Town of Oak Island, in Brunswick
County
Photo Index - 2000. 9-95 L15 1995: 9-86 D-E, 16-17 1989. 184-15 N-O, 5-6
State Plane Coordinates - X 2259533 Y 65059 GPS - S021719A
3 INVESTIGATION TYPE CAMA / D&F
4 INVESTIGATIVE PROCEDURE Dates of Site Visit - 02/17/06
Was Applicant Present - No
5 PROCESSING PROCEDURE Application Received - 04/06/06
Office - Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan- Town of Oak Island
Land Classification From LUP - Developed
(B) AEC(s) Involved ES, CW, EW, PT
(C) Water Dependent Bulkhead (yes), upland development (no)
(D) Intended Use Public
(E) Wastewater Treatment: Existing- None
Planned- None
(F) Type of Structures Existing- Wooden decks and Stairs, bulkhead
Planned- parking lot with stormwater infiltration basin, gazebo and
bulkhead
(G) Estimated Annual Rate of Erosion 4 feet / year
Source - Town of Oak Island
7
HABITAT DESCRIPTION
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal / 404)
(B) Non -Vegetated Wetlands (Open Water)
135 sq ft
631 sq ft
(C) Other - Highground disturbance
56,628 sq ft
(D) Total Area Disturbed 56,628 sq ft
(E) Primary Nursery Area Yes
(F) Water Classification SA Open Yes
8 PROJECT SUMMARY The Town of Oak Island proposes to construct a public waterfront park facility

Town of Oak Island 1 Waterway Park
April 11, 2006
Page 2
9 PROJECT DESCRIPTION
The project site is located at 1404 East Yacht Drive, between N E 14' Street and N E 15' Street,
adjacent to the Atlantic Intracoastal Waterway, within the Town of Oak Island, in Brunswick County
To find the property from NC Highway 210 and Long Beach Road (NC Highway 133), take Long
Beach Road to the Oak Island High Rise Bridge Cross the Atlantic Intracoastal Waterway (AIWW)
to The Town of Oak Island Turn Right at the stop light onto East Oak Island Drive and continue to
N E 14"' Street Turn right onto N E 14" Street and continue to the AIWW The project site
encompasses the vacant land between N E 14`h Street and N E 15`h Street
The property is a 1 38 acre tract of land owned by the Town of Oak Island The property has
approximately 360 linear feet of shoreline frontage along the AIWW and has an average elevation of
approximately 10 feet above normal high water (NHW) The site is heavily wooded, with highground
vegetation consisting primarily of Loblolly Pine (Pinus taeda), Cat -briar (Smilax bona-nox and Smilax
laurifolia), Yaupon Holly (Ilex vomitoria) and Red Cedar (Juniperus virginiana) Along the waters
edge Common Reed (Phragmites australis) dominates Existing structures on the property include two
wooden decks and stairs providing access to the estuarine beach area at the street ends of both N E
14' and 15" Streets, and bulkheads stabilizing the shoreline at the two street ends The remainder of
the shoreline is currently unstabilized and exhibits an erosion escarpment averaging approximately 2 5
to 3 feet in height The applicant's site plans (Cl and C2) depict a coastal vegetation line along the
entire shoreline of the property This line was flagged by DCM Staff in August 2005 During a site
visit on February 17, 2006, it was determined that coastal wetland vegetation was only present at the
street ends of N E 14`h and N E 15`h Streets, however, according to the applicant's consultant this
line was delineated as a joint 4041Coastal Wetland line
The waters of the AIWW in this location are classified as "SA" by the North Carolina Division of
Water Quality The area is designated as a Primary Nursery Area by the North Carolina Division of
Marine Fisheries and is Open to the harvest of shellfish
PROPOSED PROJECT
The Town of Oak Island is proposing to construct a public recreation / water access park facility
along the AIWW including bulkhead, gravel parking lot, gravel access roads and utilities The
applicant's original application included the construction of a boat ramp, docking facility and
dredging It was determined that the excavation portion of the project would be subject to the
requirements of the North Carolina Environmental Policy Act The applicant has now divided the
project into two phases Phase I consists of highground development and bulkheading Phase II will
consists of the development of the boat ramp, docking facility and dredging This application is for
the Phase I development plans only. (See Site Plan Cl for Phase I 1 Phase II boundaries)
The proposed bulkhead would begin near the eastern right-of-way line of N E 14' Street and would
follow the erosion escarpment along the northern property boundary for approximately 404 linear feet
to a point near the western right-of-way line of N E 15" Street In order to maintain somewhat of a
straight line, the bulkhead would be waterward of MHW and the 404/Caoastal Wetland line in several
locations Overall, the bulkhead alignment would average the MHW contour and would be a

Town of Oak Island 1 Waterway Park
April 11, 2006
Page 3
maximum of 13 feet waterward of the MHW contour line at the worst escarpment area near the center
of the property
The proposed gravel drives would provide two entrances and exists from the property at the street
ends of N E 14"' and N E 15`' Streets The access drives would measure approximately 30 feet in
width and would widen into a gravel parking lot providing approximately 26 parking spaces,
including two handicap spaces The total built -upon area for the gravel drives and parking area would
be 30,517 sq ft
The applicant is also proposing a gazebo which would be located adjacent to the northwest corner of
the parking lot The gazebo would measure approximately 16 feet in diameter and would be located
landward of the 30 foot Coastal Shoreline Buffer Area
Stormwater runoff at the site would be controlled by an engineered infiltration system The applicant
states that the system would be designed to provide attenuation for the pre/post 10-year storm event,
as required by the Town of Oak Island and to treat the first 1 5 inches of rainfall Storm events
greater than 1 5 inches would bypass the infiltration basin and overland flow via a 50' minimum
grassed swale before discharging into the AIWW The applicant has submitted an application for the
stormwater management system to the Division of Water Quality The Division of Water Quality has
assigned the project No SW* 051048
10. ANTICIPATED IMPACTS
The proposed bulkhead construction would result in the filling of approximately 135 sq ft of 404
type wetlands and approximately 631 sq ft of estuarine waters and public trust area Upland
development would result in the disturbance of approximately 1 3 acres of highground and the
creation of approximately 30,517 sq ft of impervious area (approximately 38% of the 75' Estuarine
Shoreline AEC)
Submitted by: Jim Gregson Date: 04/11/06 Office Wilmington

Form DCM-MP 1
APPLICATION
(re be completed by all applicants)
b. City, town, community or landmark
a 15 LA -'P c
1. APPLICANT
a Landowner:
Name : CSC. t. or Olt<
Address W `.! t a 5 i OA K151-� 0 0 Y
City 'K3 C-
C-1
Zip ` 65r Day Phone l /0 Dc- jo)q
Fax c) �� Z7g� qCx--,
b Authorized Agent
L/ r
Name °k SZ a4 w' r- +\ �G
— i
Address 733 Z. C 1c5«hZ") r UC
City
U0ILM)Uc;-Acx)
State L)C
Zip Z&10 Day Phone �l Ir'�� y5 l0
Fax 11,C) Z(:)
c Project name Of any) ^ F--L0 q
14M Pl rm& wW be i ---# w now Ork dowwn1rj, and/or
prgwct Mara
2. LOCATION OF PROPOSED
PROJECT
a Caanty l u N 5 w I e 1� CO ua
rt TW times
c dress 7 Pt H.—i secondary number 1i le— -
d. Is proposed work within city /units or planning
jurisdiction? 5 Yes No
e Name of body of water nearest project (e g river,
creek, sound, bay) -Tc=. w cy
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all devdopmRent activities you propose (e g
building a home, motel, marina, bulkhead, pier, and
exWation and/or fUlmg activities
iOUi. K HEAV TLo4 i % A-4 -j ;nr-K
SC -AT '-tAMF
b is the proposed activity maintenance of an existial
project, new work, or both) Net4) W
c Will th..e-,Pro ect be for public, pnvate or commercial
use? 011 L i C U,3
d. Give a brief description of purpose, use, methods of
cainauction and daily operations of proposed
project. If more apace is seeded, please attach
additional pages. /,
1';wh1Nc Acce-5S 12AT W,-rL. N
C
� 5oc►c
vE 'Zc` c
4
RECEIVED
f 'A/ILMING7-0N, NC
0 62006

Section 3a
Proposed Improvements
DUE TO UNEXPECTED CAMA ISSUES THIS PROJECT HAS BEEN DIVIDED
INTO TWO PHASES. PHASE I WILL CONSIST OF THE BULBEADING AS
SHOWN ON THE PLANS AND THE UPLAND DEVELOPMENT (DRAINGE,
FILLING PARKING LOT) THIS APPLICATION IS FOR PHASE I ONLY.
PHASE II APPLICATION WILL BE DELIVERED UNDER SEPARATE COVER.
The development of this site will be for a public boat ramp and park The proposed
development will consist of a bulk head along the shore line, gravel parking area, gravel
access roads, concrete boat ramps and the necessary onsite utilities To accommodate
the new construction an existing bulkhead and, deck and stairway will be removed from
the site Listed below is a detailed list of activities
1 Removal of approximately 135 LF of existing bulkhead This is on the northeast side of
the property in the vicinity of the proposed boat ramp
2 Removal of attached wooden dock and stairway This is associated with the bulkhead
mentioned above
3 New construction of a double concrete boat ramp on the northeast portion of the
project site
4 New Construction of approximately 430 LF of bulkhead around the boat ramp area
and across the majority of the property interface with the ICWW
5 New Construction of ramp and floating dock The ramp is approximately 170 LF to
facilitate ADA requirements and the floating dock is 80 LF by 8' wide
6 Dredging associated with the boat ramp and floating dock Approximately 2,000 cu
yds will be required for removal The dredged material will be dewatered on site and if
acceptable will be used as fill on the upland portions of the site
7 Backfilling behind the proposed bulkhead
8 The construction of a vegetated filter parallel to the new bulkhead in order to meet
NCDENR DWQ requirements
Items 1 through 8 above are proposed for the area forward of the 30' Coastal Shoreline
Setback
9 Installation of approximately 30,000 square feet of crusher run parking area and
associated access roads for the boat ramp
10 New Construction of an approximately 187 sq ft picnic gazebo structure Although
not budgeted within the framework of this project it is anticipated that the Town wall
construct this facility in the future, This structure is anticipated to be a wooden open wall
platform with a attached roof RECEIVED
DCM WILMINGTON, NC
�'R 0 6 2006

Items 9 & 10 occur between the 30' Coastal Shoreline Setback and the 75' CAMA
Setback
RECEIVED
')CM WILMINGTON, NC

Section 3d. CAMA Application - Clarification
Purpose & Use
The purpose of the proposed project is to provide the citizens of Oak Island and
surrounding communities a location to safely load and unload recreational boating and
fishing vessels The park provides auto/trailer parking for these activities As a side benefit
the facility also provides ICWW frontage recreational area for picnicking and other
passive recreational uses The park also provides a floating dock system that will provide
access for fishing opportunities These facilities will also supply access for handicapped
individuals
Daily Operations of Completed Facility
The park will be maintained by the Public Works Department of the Town of Oak Island
The facility will not have a full time staff but the PW department will provide trash
collection, Operation and Maintenance of the Storm Water Management System
General wear and tear of the boat ramp, the floating dock and the bulkhead system will
be the responsibility of the Public Works Department
Methods of Construction
The specific means and methods of the construction will be the responsibility of the
general contractor chosen to do the construction work The plans call for the bulkhead
and upland work to be performed first At the same time all BMP's described in the
NCDENR approved S&E permit will be enacted After the major upland work has been
completed and the S&E BMP's installed the Contractor will begin dredging operations for
the placement of the boat ramp and floating dock Provisions for the dewatenng of
dredged materials is shown on the plans and detailed on Sheet C3
Based on preliminary data the dredged material will be used as fill on the site if is
determined that the dredge spoils are not suitable for fill the material will be deposited at
an offsite location approved by the Engineer, Owner and NCDENR
Once the boat ramp and bulkheading is in place the Contractor will continue on to
installing the pier and floating dock system
RECEt\IED
DCM W1tMINGTON NC
�PR 0 6 zua

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Descrilr, existing wastewater treatment facilities
_ N III.. ...
a Size of entire tract 34 AC2eS n. Descri'be location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b Size of individual lot(s) 5,AX ! E L3r- wastewater, industrial/commercial effluent, 'wasb
down' and residential disch es )_
c App xunate elev� n of tract above MHW ar �� �� �� �D LAME
40 �u .✓
d Sod types) and texture(s) ofLract 4--Zq 5W o. Describe existing drinking water supply source.
t- PO OV-148` 9 T-?ate Z jzli 51 L J
e Vegetation on tract - cc "i , criz-P silk)
f Man-made features now on tract -70105 yr
1 4tf 1t ►f peioeecl.)0 } 7 37,07NN 57V
g What is the CAMA Land Use Plan land
classification of the site) (cmndt des loina lmtd ire plm )
Conservation Transitional
Developed Community
Rural Other
h How is the tract zoned by local governmen
Is the proposed ro�ect consistent with the applicable
zoning? Yes No
oma, ro%+a — e-fiewe (f WpU=bkl V e-
6 -D a -
Has a professional archaeological ment been
done for the tract? Yes TNo
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed o. igible property?
Yes No
1. Are there wetlands n the site? ,- Yes No
Coastal (marsh) father
If yes, has a delineation been conducted?
(AnaA �. Ifs)
_
Reri,ed 03M
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted
• A copy of the deed (with state appl=tion only) or
other instiuman under which the applicant claims title
to the affected properties If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project
An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2' by I V white paper. (Refer to
Coastal Resources Commission Rule 7J 0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it mast be sufficiently detaled to
guide ages v - - - far with the area to the
_i�,. Nc
'DGM \N�LN11N + v
p�R Inns

"The site's vegetation is made up of approwmately 5 mature trees with an understory of briars,
grasses and weeds Along the property boundary shared with the ICWW, the predominate
vegetation in this area is cord grass and needlerush "
The area of disturbance within the area of the bulkhead inciude Bulrush, Saw Grass and Salt
Grass Minor disturbance of these species is anticipated
�j7�q
c� C,-�ON, NG
APR 0

Form DCM-MT-1
site Include highway or secondary road (SR)
numbers, landmarks, and the like
• A Stormvrater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacmt waterfront (riparian) IAndowness and
signed return receipts as proof dot such owners
have received a copy of the application and pWs
by certified mil. Such landowners must be advised
that they have 30 days in which to submit cow
on the Proposed project to the Division of Coastal
Management. Upon signing this farm, the applicant
further certifipc that such notice has been provided.
Name
Mr Gary R Holbrooks
Address
1770 Old Ocean Highway
Phone
Bolivia, NC 28422
1-9 I 0-253-4724
Name
Address
wiliarn D & Mary Easley
Phone
104 Crystal Brook Lane
Name
Cary, NC 27519
Address
1-919-465-1393
Phone
• A fist of previous state or federal perudis issued for
work on the pmjec t tract, include permit numbers,
permittee, and issuing dazes
_ _N )A _
• " check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) oa cover the carts of processing the
application
• A sighed AEC Word tmotice for projects in
oceanfront and mlet areas.
• A statemmt of compliaom with the N.C.
Environmental PoNcy Act (N.C.G.S. I13A - I to
10) If the protect involves the eacpwiliture of public
funds or use of public Iand$, attach a statement
dwanenting ctanpllanm with the North Carolma
Environmental Prliev Act -
Revised 03195
6. CERTIFICATION AND PEJUAMON
TO ENTER ON LAND
I understand that any permit issued in response to this
Application will allow only the development described in
tie application. The project will be subject to conditions
and restrictions contained in the permit.
I cerft that to the best of my lmpwledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Prograta and will be
conducted in a mumer eonsWent with such program
I certify that I ant audiorized to grant., and do in fact,
grant permission to representatives of state and federal
review agencies to taster on the aforementioned lands mn
connection with evaluating information related to this
permit application and follow-up mt oniuWft of the
Project -
I further certify that the iizftnation provided in this
application is truthfal to the best of my knowledge.
This is the
Print Name
Signature
day of )W,11pC'
Please indicate AMW hMeZdS pertaining to your proposed
project-
DCM MP-2 Excavation and Fill lnfortnabon
DCM W[P-3 Upland Development
DCM MP-4 Structures Itifi nandon
DCM MP S Bridges and Culverts
DCM MP-6 Marina Development
1NOTS Mom sign and draw each aaaadomm in dne
spare proAded ar the bottom o, f Back fnnn-
Recelveo
NC
ocm \ a, I,- INGTON
n p 0 6 2�6

°I]CM-M P z
EXCAVATION
FILL
(Except bridges and culverts)
Attach this form to font 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
Describe below the purpose of proposed excavation or
fill activities All values to be given In feet.
r'roka
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat /
ramp v
Rock
groin
Rock
breakwater
Other
(FseWmg
11bolebw
saabilua wn)
Remed 0319s
Oolc
bl-e- a
1. EXCAVATION
a Amount ` material to be ex ad from below
MHW or in cubic yards Ooo G
b. Type of to be ex ated J
c Does the area be excavated include coastal
wetlands ( bmerged aquatic v etation
SA t or o wetl Yes No
d High excavation 1p cubic yards O
2. CIS
/ MA
a Location of
b Dimensions of
OF EXCAVATED
c. Do claim title
Yes
If no, attach a
owner
area <),-) SXC
t�
area"
permission from the
d Will a !Volea be available for future
ance? , Yes No
If , where?
��� WlLM1��1Cz1GN, NG

ii DCM-MP-2
�e. Does the dis sal ea inclu as metal wetlands
(marsh), SAVs r ther wed
Yes No
f Does the dis in lude area in the water?
Yes —4— No
3. SHORELINE STABILEUTION
a Type of shoreline stabilization
M_ Bulkhead %prap
b Length
c Average distance Jwaterward of MHW or NWL
0
d Maximum distance waterward of MHW or NWL
/-3r
If yes,
(1) Amount of material to be placed in th
water g O -U- f 3
(2) Dimensions of fill area _ /J Ifs _
(3) Purpose of fill P
b Will fill material be placed in coastal wetlands
(marsh), SAVs or other *elands?
Yes No { if y(1) Dimensions of fill area
(2) Purpose o Wl e Fy I. �-
c5 r L f
5. GENERAL
Shoreline erosion d ring jr,"ing 12 months
�oX1+''►a7e
(so—-0--nm) 12 it L, 0--12
Cc3�iM�s+�+eZ
Type of bulkhead or nprap material 1� 1
Sh !�!J rJ.1 e- C 0if t; f i t? b
g Amount of fill in cubic yards to be placed below
water level ��.3 \ �3
(1) RipraBulkhead
3
J y�
(2) Bulkhead backfill
h Type of fill material P07 CLA55 14�
i Source of fill material V r- 4 D dz
4. OTHER FILL ACTIVITIES
(Excluding Shoreline StWiization)
a W it 1" ! material be brought to site)
— Nu
Revised 03195
How will excavated or fill material kept on site
and erosion eontrolleV S * e
ha tJ c5eJ CZ ,
Ze
i �v} j ioc3 U Mi%%t
a 140 c N - L
What type of constriction equipment will be used
(for example, dragline, backhoe, or hydraulic
drgdeel'C- yf t
Will wetlands be cr5ssed in trails rtmg equipment
to project site') Yes No
If yes, explain steps that will be taken to lessen
environmental impacts
S%Aim 't
16.7-v
ate
RECEIVF—D
-kjCM VVILNI NCTM NC
g q 0 9 2006

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h. Projects that require a CAMA Major Development
Permit, Form DCM-MP-I Be sure to complete all
Permit may also require a Stormwater Certification
other sections of the Joint Application that relate to this
Has a site development plan been submitted to the
proposed project
DivisLop of Environmental Management for review?
Yes No
a Type and number of buildings, facilities, umts or
If yes, date submitted
structures proposed
Z2rf7 cahYE'$a i.
�-
Describe proposed method of sewagg�dis�
A-T H S c 'T� �$ c 1 l fl-13C D
�1-F0
b Number of lots or parcels 5 Rgc-ci* t!"ACZ
I o ?ocC)J S c �` CZ .5ys j cM t.r)
A V rt l L. F1 ice/ i~c
j
Have the facilities described in item i above
c Density (give the number of residential units and the
received state or local approvals 11 MS -F 15 C-1
units per acre) AJ
r vaA �•gw1aw �) ^-
w I i~, 'B G '3 0r�T � i'ii~l Vz1z p/"
k
Describe location and type of proposed discharges to
d Size of area to be graded, filled or disturbed
waters of the state (for example, surface runoff,
including roads, ditches, etc 300DO fIT
}xiij;Len LE) -7S
sanitary wastewater, industrial/commercial effluent,
wwl down` discharges}
NMrw'i? eA
and residential
e If the proposed project will disturb more than one
U a I've %
e:t
acre of land, the Division of Land Resources must
01 LZ
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins I
Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion
(e a well, community, public system, etc )
control plan been submitted to the Division of Land
310 L) C S 5-re'M
Resources?_ Yes No
I
If yes, date submitted m
Will water be impounded? Yes X— No
If yes, how many acres?
f List the materials (such as marl, paver stone,
asphalt, or concrete) to be used far paved surfaces n
If the project is a oceanfront development when
mpax-
was the lot(s) platted and recorded?
r
g Give the percentage of the tract within 75 feet of
t
MHW or NWL, or within 575 feet m the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be up for
vehicular driveways or
Date � - —w
F
parking
REGEI
1 � IC.1 1A) CRM�i
()CM WILMINGTON NC
xlvrsa•d o�
3Z, 77o 57 FT
,NpR 0 6 2000
A Vccl
►-, 7

Project Narrative
FOR
WATERWAY PARK
RECREATION / ACCESS PARK
Oak Island, NC
September 23, 2005
REVISED APRIL 6, 2006
Prepared for
Town of Oak Island
4601 E Oak Island Drive
Oak Island, North Carolina 28465
Prepared by
JBS Consulting, PA
7332 Cotesworth Dr
Wilmington, NC 28405
1-910-619-9990 Phone
1-910-401-1620 FAX
RECEIVED
DCM VVI)
A P R 0 8 2006
a -,

WATERWAY PARK
RECREATION 1 ACCESS PARK
Oak Island, NC
September 23, 2005
Table of Contents
DESIGN NARRATIVE
Existing Site
Proposed Improvements
Form DCM-MP-1
Form DCM-MP-2
Form DCM-MP-3
RECE)V,D
GTON NC
9 2006
Page i

WATERWAY PARK
RECREATION 1 ACCESS PARK
Oak Island, NC
September 23, 2005
DESIGN NARRATIVE
Existing Site
The Town of Oak Island is proposing the development of a boat ramp and recreational park on
the Intercoastal Waterway The proposed 1 34 acre tract of land is located in Brunswick County
on the north side of East Yacht Drive, between 14t" and 15th Street, approximately 1 2 miles
west of the Oak Island bridge
Figure 1 - USGS
The existing Property is currently used for limited public access to the InterCoastal Waterway,
there have been no improvements made to the property other than the construction of some
wood bulk heads, 2 small piers and shore line np-rap protection The site's vegetation is made
up of mature trees with under story growth, grasses and weeds The property also bound by the
Intercoastal Waterway, the predominate vegetation in this area is cordgr@-sCs,
XIM'", h,tin,nTr)N No
Apt q

The Brunswick County SCS Sal Survey indicates that the property's soil is Leon sand (Lo)
Leon sand is a poorly drained sod, surface runoff is slow and infiltration is rapid the seasonal
high water table is at or near the surface
404 wetlands have been identified on the property
Proposed Improvements
The development of this site will be for a public boat ramp and park The proposed
development will consist of a bulk head along the shore line, gravel parking area, gravel access
roads, concrete boat ramps and the necessary onsite utilities DUE TO UNEXPECTED CAMA
ISSUES THIS PROJECT HAS BEEN DIVIDED INTO TWO PHASES. PHASE I WILL
CONSIST OF THE BULHEADING AS SHOWN ON THE PLANS AND THE UPLAND
DEVELOPMENT (DRAIANGE, FILLING PARKING LOT) THIS APPLICATION IS FOR
PHASE I ONLY PHASE 11 APPLICATION WILL BE DELIVERED UNDER SEPARATE
COVER. The facility will be accessed from the existing paved East Yacht Drive, to the south of
the property The total property area is 1 38 acres The developments impervious area will be
30,517sf of gravel paved areas (including the handicap spots), 187sf gazebo making the total
built upon area 30,703 sf, or 51% of the 1 38 acre total A stormwater management system will
provide attenuation for the pre/post 10 year storm, required by the Town of Oak Island and the
same storm water drainage basin has been sized to treat the 1 '/2" storm even Storm events
greater than the 1 1/" will bypass the drainage basin and overland flow a 50' min in grassed
swales before discharging to the Intracoastal Waterway The Intracoastal Waterway is within
the Lumber Basin and is classified SA, HQW The classification is dated 12/01/63 and the index
# is 15-25
DECEIVED
C I. "'NGTON, NC
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CONSTRUCTION PLANS FOR
WATERWAY PARK
PROPOSED BOAT RAMP AN[D FRECFREATION PARK
SITUATED AT
1 404 EAST YACHT DFRIVE OAK ISLANE3, NOF=ITH CAFIOLINA
PROJECT SITE
t ALL OMM OWL IE ftUX AM OW 10 MMW STMO�MCQ
L SMI i NO 9p=9ftN0M WM 1* MMM IMOR OF MY
i ALL M ATUAKS UIUM N IM CONVOMO I OF Ow► ON IM]ITS
UILMP WOW H MINK "a R MY 9WL lICOOT M P,=n
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NOItT DION= AT NO-MIM-HMO MffOAS F OO ZOMi NM OPI><ENI[:OOL
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NOL JTi -t-MOO-NO-SHOO
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STOP
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ors nE uw
OCTOBER, 2005
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Oak island
PROPERTY OWNERMEVELOPER
Town of Oak Island
4601 E. Oak Island Drive
Oak Island, North Carolina 28465
1-910-331-8755
PREPARED BY
JBS Consulting, PA
7332 Coteswotth Drive
Wilmington, NC 28405
1-910-619-9990
OAK ISLAND BRIDGE
SHEET INDEX
C1 -SITE LAYOUT
C2 - GRADING, DRAIANGE AND EROSION CONTROL
C3 - CIVIL DETAILS
S1 - PROPOSED BULKHEAD, BOAT RAMP AND DAY DOCK
S2 - RAMP & DOCK, SECTIONS -DETAIL & NOTES
S3 - BULKHEAD - ELEVATIONS, SECTIONS & DETAILS
S4 - PEIR, GANGWAY & DOCK SECTIONS
RECEIVED
DGM WILMINGTON, NC
A P G 0 6 2006

INFILTRA711IC3N SITE VISIT RE UEST
,
Name of the Project' Waterway Parma & Boat Ramp
Location (attach,a clear vicinity, map? �1404 East'Yacht Drive
Street address, SR number, community, etc
Directioris'from the nearest major intersectionx Project site is located between NE 10
Street and NE 15th Street The -site is -situated' e_tween,the ICWW and East Yacht Drive
Owner/Applicant Name Town of Oak Island
'Consultant Dame Brad Sedgwick,,PE '
' ~ E
Consultant Contact Information _Phone [phone]
Fax [phone] (must dial all numbers)
bradsedgwick@hotmail corn
Phone; fax, email, etc
# 1 #2 #3 *4 #5 # 6 #7 #8
E E
Existing ground elev @basinitrench= ' See attached plansi
SHWT elev = See attached plans
,',SHWT plus 2"(max bottom elev )=,See attached' plans
Date/Time of,Soils Investigation 9 2 2 5 �� •�P����
Summarkomments
All proposed infiltration areas and existing, act)ve utility lines located wthin,the proposed basin/trench
must be marked and flagged If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation If theproposed infiltration system will be,located in an area of existing
pavement,and there is no,open area nearby, equipment capable of breaking through the tmpervious
layer must be provided The, soils investigation does not take the, place of a soils report prepared by
an appropriate professional `The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make,a determination as,to the suit,abilit of the site to meet the infiltration
design requirements under NCAC 2H 1000, and assume's no liability,should the system fail
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�' 3�v 7 a�!ECS ,PipjediN, q.,21'.1,1�'542�` �
�_ syf 71 ^/^ �u� T"r W r y s' w 4
{AI,"rr1u P emu, ti r,� »��t ds dJ+4Fly26�2005 �, IhK yi El'} '3"
i >4 n �. hi N Y' 3n 3 i, At, } -t } f y 3 fr L "
1� r JY k�j3Flu"
, �j h = K '} 7�.� ` JtF a„ l
+�� H a sf eva � 3,
�;{,1�,�,.{)� �€-� ,Lodabonri��,�� ,� I�- �epth�`--I'll', , ��s F E�il S6il�bes6nyt1o'iiE ;�� �4, 9" Mk�r `�g�y Fr��(P�`�3�-I �w� a lY
7 ""1i F{ t'„ x' i,� -i.w., _'01 i L. {yl d1T7" .�r„t p
3�i>v^ i7 .� N1 " Y i -. A 1 � � r y c -..�., w rc' fi � ii 1}� 41 � i� S
°�.4 ,,� #1 L �^ y Q 1I � �f � ,� �G'ray�to-BlaWSilty Fine.t6 Medzuml,SAND �� ��
�a � [i [Lyj' � 6 [ ti , F n� A r l €.. -I , �� " 1
' P"_ `✓ V G'�1 1"` .4 S y Iti a" A, I* '� } ��11 I' V I i I �,
P" �ia2 rxi�G"hl .i '"ice E 1., t C f '[_ "{Fl A 2�"' ^ y 'L i i !
12-24 � ,�, `�'- Gray,io OrangeaClayey�Flne SAND;
yFla� % z t; a } #r! ! of �" a y is
4' .' ?� �,V � � �� � � `. � �1
24-72V°,'� �� hGra ato-Black'sand SILT
'.. , r ✓° ,iz + `,
� �91 !
I
°�? ryx17 }�
i 7 k� °J,ig a I+r<
'i iirr s I� h # i er x
�! ��+ �"n,U y L A f IT ! 11 m� s s , t ra f rs l�
', : P#�- �,S, SeasonahH1gh Water Tab le} was,e6timate&to be MAT' below therexisting'ground-
Tz' t� r.-�ri .yn,rr,i <h�yi'i'" `r i !" "". �" £ I� �r' �4 t 1 „
"l rS,,Aj � ' , ["� �`r� t'+ ; �,�r, �Y` l '�* � t `>"mi }y�'�` g 4,..'E - �s 3�; ' ,�P,i><
" Yltlsurface i�.:r�' r-Y rFgK�s}M;"'tiriN ''P�s�k� .4+!'.. ,.f�Ati arm 5�•* 'fo(t ^F!i4 rSe� r,,,� ia[i sY.. a Yfj� t°�s
° y rtl h �Pe x i �',Ar`^" ' �g
I-ra;Pr4 iIr n}1'I l�traria oe., on7"t, Re . �0` 05 rllr r, 1.6.ahnire» i"s-fi"e=per'} ii�dL' g .� #Ipn'i 1 , ri€yk
�1ntnute
r1, t'�+I
w
n
sii �,� � u €T >F � f7i i Ilr-. ifs , � � x w
r, =est,was conducted °at_�l S," inches°b'elow,, the �exisi�ngl ground surface
lsvor ti`�3t w, r rr rs,�yv„` Y
��
fLy���c�`l a'^� µ �,, � �•i v��r �3,"1 !i*
1, � k - �' P, — •��;�'�s� iF;� ��qt.!' '> �}.,y arr i ,: ,�; y ts� };..' �r� 1 �=' dfi"� -4-
'? �`r " `'� `'x E�'s ,'n �a I,�r, w { P
! rb ,I mtr r 77 iy rP t
4#21 ' r � �;� 0=1`$"N � P ' �� Gray=tlla�c�k'S fit Fine,to`MediuinSAND
a rr i{ „ �;i r a "r », �S inkiX ra. �pr,l L"
�r'',r�}`'' ,axe =24i„ Grayto�Orange,ClayeyJ,Fine`,SAND,,�l�,i �
P �.�, p
�' 7� � 24=72"�� i , ;Gray; to Black' sandy SILTa" ri "
i���r e a S
T; �p. `
x �i's� !i �ji'.. � '�.,v _`«� W � �Pw �' s- F.�: � it
f Seasonal HlgYWater Table,wa`sFest:jmated to=be at 42��;lielow the existing grpound ' � u
^I I° �!+ 4l�S ii i iS lit r '' "I,! i 'tq, r ., tJ ',!!fELl
°ii „ surface
a 4 i9 ' t ,
k , � I I I
rifiltration' Rate's r 0 6 inches per„minute t� r xN� �'
, MI c-I', " PA i�. cF S "" i [= ° ,{s „ s P tr m + iR, E�pp k u., y * " �'w" . all w+ i
J r i sr ;}iiq »' i i +t a'r4r e' ew S i I ' s aSL k &' u n A
,e ` t r- `Test was'conductedpat 8 ,1 lhches'below, the existing ground surface 14 ,
d - �7p €s^ 'C S �3
3 r'a3: n f°' ti� i i51 t �45. z r
"n+ x z, q ti6e E F: Er dU t x r vt , i j i S i
a, i�
1} s
FY
?lk PIN
j °5 yes err; � k s1� ;
r s- _ �iE ti. x ," 9} r"
„„ r < cv SPt Y,,` rt;-`_ a
e'IE� ' a e" a dui. a�d�.�I�.rx ��I <
E N P C��'^�s���' I a 31' ''iar' "r
.R rI+_". ' I� I'x
3f ice, A � d a4�r J y'�w "i � IA I ♦ S 4 } iV ,I €
�', '� h� r � � ���^ r'>'� `y� =rs�
ay��_',�,
bµ'" _,�^ k }°firRYy, �ii� mt d ti il+i41; "° v,l a
+.1 I rol
�L%�{Lt air" `� �a 1! = x " ' .� �) ' •.. i r jj 5 3.� aoc e ;"3} t, i
.r=t ,5
idI x
i� ��tsi� I� t1 r� AIN
r
,1eq I «! Sias ?•n •"
P ,fi1,, s»t ," � i '12 Y„ it d , ,+�I i t {ui k ,€ „n�!`r
1:i1� � ?ig"�}
�� I,
J,
)I it ry k
-. f p`a�` [a.:. 'i,Y ,� gg " i L s'� "
! { a w� �!_ ti `0 5 i I a ai Y:� n "� „?
* i z " h" t w ! P
y t=� °� � y '� ce.� � Y� i ,h i ,t li ' yi 9 � s•• � �. �§ � i " tr
.,}3 ' ai" I,a,.'.�n�e xn �. il��^" ti Lis �-cz..:+,^ ,{ � a- t i a�brt >• �a S _ S o �' ,� 4� >< S , '� �F a.

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'INFILTRA'TION'ISITE VISIT Rg UEST,
Dame of the Protect, Waterway Park_& Boat Ramp
Location (attach, a clear vicinity map) _14041. East Yacht Dnve
Street address, 5R number, commun4, etc
Directions from,the nearest major, intersectlbin' ;Pro' 'site is, 16cated'between,NE'1 l' ,
Street and NE 15""Street, The site is ls€tuated-b;hv lien',the ICWW and East Yacht Drive
Owner/Applicant' Name', Town of Qak Island
I
Consultant Name Brad Sedgw€ck, PE
Consultant Contact Information _Phone [phone]
Fax [phone] (must dial all numbers)
bradsedgw€ck@hotmarl corn
Phonl email, etc
, !
#1 #2 #3 #4 #5 #6 #7 #8
Existing ground elev Qa basmitrench= See attached plans
SHWT elev = See attached plans
i
61-!M' plus 2' (ti ax bottoms elev )=,�ec attached ;plans ' "
!
s
Date/Time of,Sorls Investigation . c —Dan. TS , 2C 5 cw&44 . aj
,Su riimary/Comments.
1Nof�n�: t2bfe. tS no 2 f2Gce-- ¢ if'S. d e h
!b li Sl,t rf2l�f e h'� Z�i"C?r€ 2 t 15 QS-��t l2�►r€ Q.. Url.S[.t r f2bf�
trnz+en a( ti b2ick-r I l wr soif2hlP --c;o► Mree Aeef)
All proposed'Irifiltratlrin areas and existing, active utility l6es located within tiie,proposed bastn/trench
4 1 must be marked and,flagged: If these areas are not flagged; the,So€ls Scientistlreserves the, n4ht to
`dWine tv do'the Investigation If the,proposed infiltration system'w€II°be°Iodated In an area of existing
ppmaveent and there Is no open area nearby, equipment capable of'breaking through the €mpervious
layer`must be provided The soils' investlgation,does not take the,place of a soils report prepared by
an appropriate professional' The'Sorls Scientist well,,only verify the soil condltlons that are reported In
the Sods,Report, and make,a determination as'to the guitabI of the site to meet the Infiltration
design requirements urider NCACi21-1 10O0, and assumes no liability should the system fall
,i

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N E 1 4th STREET
60'ROW
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ROM 0 �R � a I� �� �� ! ; I i ; �� I ��� ��� ���$$i �;�� � a �� �a� � ��I �� �� I�� �" � � ��g 11
�„
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py o 1 " 1 • ' r i t !: i 1 I'
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op%%a �'�1al� 9 � �E Ilk
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Lrii
r
jW t733 COtaSworth Ddve
M,CoU. ?1"A Witmingiors` NC 28445
,Fhone 914-519-9994-
l�i'Y>t']�}�"rBErC1�,COC�tJ��Mrl�rlt Fax.9Ep-401-1624
6rriad Br6dSedgw4ck*Hotmcm1 cO,m
1' `
� I
August 15, 2005
Cameron Weaver
Ori`a-Stop/E(press Permitting Coordinator
127 Card'irial Drive Extension
,Wilmington, NC 128405-
RD Waterway Paris
Oak Island, NC
Infiltration Site Visit request
Dear Cameron
i I �
'AS we d�cvssed l am sending you',this re4jest for a dte ); t,by DENR's sog screnbst I have it duded
the request forrrl, a copy of the s[te,}�lai�s, and also a copy of the soils report by ECS, LTD
� ' � 1 ' � , r r II I €
Should you have questions please call Thanks for your help
Sincerely
it
Br X Sedgwqck P
President
+
Attachrnerits Site.Visit Request Form
Set ofCorishiction Plans
1ECS Sots Report"
oil
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II s � y � ��;�,` < � � � � i � ` h � a>� r y i tea, � u � ✓ � � � 1 I � Y '� � i 1 i�` � � h rl
� �4iion
lorEv_� jiriflitriain aliat
y
}F,'l�rj' ', s
ipLast' ?, .I' act],Ll € n" 'V el, 1 E il� 1 Jr € rt
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' r i A isl`an`d,North Carolina' .
4!1„ if 1 E e,5 $�, �I e B tttilr i x t€lEPj@%
13 1;'„� iii 1. 1,1 b 1 s { S 4` s f i E i z §f 4
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r �� I it I p< 014 1r 9 1 rah' "• s r I t
i � r , k ; „ , � I� `,� � g � � >ip 1 x � +
6 I +�� t` r .$It ! f E R f i is s EI e,t
t s [ ih ' 9 + s E€ F s" r t 1 tl i � � 1 1 �Ir � � r i€ €`I o + 1`3iJU.�r�� ���i�� ���5€ �Ir
�I
V—
,
kt � ��+� t �' I r 1 � ,' 1 l � i � € i t t '� �'
� , f �, ;W , � 1= { �eat�an��,3 � + �° �, ,I
L� ix 1 ei `t� �� So�i Desnpt�ont ��
�( � < < � � il,� " [ � We t
'" w,�0-12"' n Gray to Black Silty Erne to Medium S I 1 " SAND,
i IE i c, �„ 11� I
I
&4y do Orange i layeyFin6,S_AIVD�µ
F �' ,24=72 r , Gray`to Blaek,sandy SILT',
u t ° � ; =ai
=F S'easonal,°High�Wat rr,Tablelwas=cstximat'eci to,be at�,42",,belowithe exis ing,ground
, �i i. M1 , 1, + S , E
S i'w r d s "Yls}�i t} a �� � s9 ri i 13k `' ' 6 �'Et'} �fi31i3 a '�f
,� Osurace 4 Is 1€ t + 3€ S j +y1, i li
i F
' a, Ell _ �� Unf ltratxon (Rate. 30 8 lznches'per mute �' �' + ' �I
t�I ¢ R I II <I, { E4'st F,F +' v IE I x fr I t t j�a 't (t t 16 . s n I�, 1! a pE
€P I k € .`s =< Ia, h, i it �a,: i a I' i F' n i s I4! ?, r s I n. ; u.� l
+;,,+r,l �est�was�conducted'at il38',.' inchesiibelow`,the''e�stg' 'roundlsurface' ,
i { 3� ! x I I I IT
d a 1
4 q w3u �1 V'� .o-q_4 ��n I Iti�4 iiIl
,f
' #++ 24 , 0'l ,8+ "3 Er Gr+ a tio, lkr � Silty FxI e'ItolMedium, SAND,
.I
Ili rE i} ts ; { � ¢+
4I�It'1 iir18-241aGray,''to' Orange'Clayeyfine,SAND
I H.E'r 24-72" Gray to Black' sandy SILT>, h 1
,i +
e � i
�
t„
tl Seasonal HighWater,Table was est inated to be;atf,42",,below thetexistirig,ground, ,, +
i , r+ Yi i E'3'i r I ! E f S, n' E s i,, ?} °�: rr �E �+'i f�l" E e`1a i I y§ I E' 6
lif`�iyE` it is ia( �o,tlI ir;s, E�,tI i' it1EEs`€ It s'4ti § I§ u
4 �Y su /ice $
r1 iir GVV 4 II YI a�A j[ iSd f 1
iU1 x.#a� si i+:, as" it„:, ss aM
€ Infil Hfatioh'Rhte-P Qw05 ihbheS eI',Irmnute, �> { 1 q
€Sru d E, If h x � i s 1 t 1 , 7 i i p `± Y
S t t i € sr I I€ I �r n I�` 6,:'` 4L I s ` t
"iTest�was"conductedat �l $" �nches`lielow the�exist�nggroundsurface ,lr
'
tii
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}ttii # �tsi§tas i lsi 4 i I at app7r
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i I�€ s 7hli ' 13 as f�' Fits ¢EE
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xl{ii y .. 't €€s f,t 111�11 `< , r` x1E
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id rIg x. I,i fli a, e III '
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al}o1 3sil �r��4 Eni�`Is sl hlk��'e �Y� it <'� 1 xnay li�ir s �i� sIF °e� xxl�� II ! sEifld{IS
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�1 1+€
y !➢ �� a s, € g�2; !� �, z � 3 ��<p € a r) t � vt x ` I +R, k �! I! i"�I ai t €! 1 tr , � ,i 2 'I it � 3 t €, ���f a r � a t r
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¢st �t �_� a CA'� �3aa�� r € n, -•y,� sd t�j i'(+rr 'ai �lr E € � � { �Gr�4 �31+u ,i�p � �� €ILs � €�� �g
t s 1 Is i I
v�i�� �qi , E, ,'2+� �tii it�9� ,i dSs�l

gym. �� :. � iv
Infilt a� on .EVaW4tioh; x �
� .� Es
1 - ,, EastNacht Di ive, x �,
i,44 �ai� + 9 „1ai ��ak` �S�a11C�, �1 �V �l LSh[E GL1011.L�G1 Ei ;�1�' E F , 1. E �� x i �i•}� a a.,i
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iE BZE S,,Pfoject,.,No., 22 1 l+h/�Ol..r!
=SL l
1, t
++sl Ely s S i E
=E-�Vkik , 26, 6r0V.J9
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1 4
la E �
ad , {} " t� 3v A }t �,< � ii pit �� ` .•
-Lodafion ; �'D�fli , , � �, , Soil'„Descfiption,
,1f ,#1' 4,4=12" E' �' h 'Crray.to B1ack'Silty�iFine'to Medium''
E�
! 6
Qrange,Cayey Fine`SAND
I „ q � , E ` , 0 E,�� , , s,g < -�+ ; ', ��24`-72 � , l ,Gray to, Bf ack 'sandy SILT
+1 F ➢ E�}3$ � ! a 4 1 �se� t t � S v v E n 5e5 v
w � �; a, „
Y, Seasonal;Hgh Water°Taile�as�'estimated #o be a'42»beloi*the,estiri1g, ground,, �
<S4t f, Ai o E :, , ,,, s s, d " 4 4�E1
i 1i E w E`
-Rate ',�,0 OS,inchs,perjninute—
1 a 9 xist5 f
nYTest�v� conducteci,a r18 =inches'+belaw`the ei4vound,surface _
t ai"
a xI, f 14 s, ��
uA, E iI i iE li ie4 iiri E' ,i rYEye
#21 ' ; ,,,-0-1`8' �� 1 Gray'io Black Silty Fine o Medium SAND
Itl Y E f i s 1s;�5 x }% iv'f 5 1b 3 5 E 1 -v ii i2 i , r E f f; t E Evi
18'; 24 '' E Gray„ o'1O7range,Claypy',Fine SAND,
24i ,72" 1 Gray tonBlack sandy SILT
=Nc
FS � �7 � i�aj �' �' ✓ 51 � I � , , i � � I l' 1 [< ,
F P y !Ij S u f f I�Ex t €'" Iit Sr` Ik I A 1 En, ' ,i ,11 i'i , [� of i, sue' P `4 9 i `� I 1 E E a f _
fig' "a ',,SeasonM,Hign,+�Vdtert'Tab vwas, estirnated�toibe,at�42'' below the,exi`sting
OL surface
V ;
i 1 o f � 7. i E
lnfiiltratron,Ra -, 0,05,fnch'es per�nornute Is k� �x
1 fs VA is s taf' E[ h$ + M ■F l s S r+ i s
gTdstxw",conduete&arf8",inches"below the tex-isting, giround`surface ,
S E
A
ro
, t r 1 � <t s•+ ° ,
i vil l i,i4lEi'+es�122 1> lF ' , SS t 4 S l3 t
If[`
Y At x � tv; S+ rA o- a, �i�,.y iSE ro s€ E,�SiE�' �( 1a s,+ E , F3 � +, s + i➢ fE 4t � � � � � f K
ej
rEa i,
u1 j,4
1? ' 1 , K ♦ s t v`
+ , s
4 + E E E
,4, 1 , ` t, I ii
� Y �S �' i � s ��t , ktE F ,�=i Ex !J+P�I,t '� ,� a +� � ° �,� ���e , ; !,� h' >• i„ k IYI i,

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.,lnfilh-=on Evaivanon{
r r
it f1 hI - I ,I- AC�It TiI1VL• i x F, {,XX t q I !p r i tr I, € y p l
'1 H OA�iC, island' North Carolina r `Nh t , , 1 I "
i r E E I i r1 it ?s€€f„ �q< 7
r i�� I �I t d I s I�
� tl�, BCrSPIOjeGtNoi€22r115I12 I 114 J 1 ` E E€ �1J1 E it it<'} t
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sE s i'9 i
*,
( q Y i i4e lei n°4t « E 9f16 S 41n t < `i
ki g f
1� 1+ i9 t i1P 41� �Ss i`i y�i�i'el�t !q i6l 16 f.' �t E{
�At hand auger'location #,l;;thep'mfiltrat�on test was performed at a'depth,of approximately, lis
w r .r
f, r r ` .� 1 xi v
inches below suifacelgrade and mdicatedsan,nnfiltrabon rate of,'4 05"inches per mYnute'(3 niches",
,irti,fE , dl t r t i
t1 ;: 11per` ,,ho*)I l ¢ I At hand$€,auger location {I#2, {;tlxe�{afiltratibn hest was' perform at a depth r of',
$ s :a v€; lr I , 1 4nxb " I l
]1 'i L$$ � ,
s ,approxnmat�ly 1&^niche's=belowksurface�'grade'and-indicated an infiltration Irate of 1005, m3 l 1�
rC f ,r ',
per,nunutelI(3inches,psrhour) ,I l{
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INFILTRATION BASIN ANALYSIS
�:�11X���P�►iIo1�:��I�7�[�iI?
PROJECT NAME
Waterway Park
DRAINAGE BASIN
Lumber
RECEIVING STREAM
ICWW
Index No
LBR59 15-25
SITE AREA 1 38 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, I= 1. Jhhl,' 52,4%
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
FILENAME S IWQSIINBASIN1051048 WK1
DATE 20-Dec-05
REVIEWER L Lewis
CLASS SA
If ORW, is site within the 575' AEC?
DRAINAGE AREA �, i�160,113 SF
Rational C
187 1
29,570 1
1,728 1
!'dd� 3t485 C 'i,li, 0 62]
Place a " 1" here if Rational ';i
RV= 05+ 009 ( I) = il'I li 0 52'I�
PI I I l ICI' 6 FEET MSL
Kiln it 1'SINCHES/HOUR
or 0 000035 FPS
Elev (ft)
Area, sq ft
Inc Volume
Acc Volume
BOTTOM 85
1957
0
9
2,711
1167
1167
10
4,274
34925
46595
TOP 105
4676
22375
6897
VOLUME I DEPTH 1 DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
STORAGE MET AT ELEVATION
TIME. TO DRAWDOWN
25 YEAR 24 HOUR STORM NIA
Intensity, i = 33 inches 1 hour
Qr=CIA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6 3 inches I hour
Volume for 10 yr 10 min event =
1111'i, ' ,Id1 5
I',11i 3918 CUBIC FEET
+ 6897 CUBIC FEET
d',Illd'li ' 91,79 fmsl
2812E HOURS MUST BE <120
CFS
CFS Must be > Qr
3229 02 CF < 6897 CIF
COMMENTS
Volume and drawdown are within Design Requirements

INFILTRATION BASIN ANALYSIS
PROJECT NUMBER 051048 may06
PROJECT NAME
Waterway Park
DRAINAGE BASIN
Lumber
RECEIVING STREAM
ICWW
Index No
LBR59 15-25
SITE AREA 1 38 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS (future gazebo)
Gravel Parking Lot
TOTAL
IMPERVIOUS, 1= .151 1
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
FILENAME S 1WQS11NBASIN1051048 may06 WK1
DATE 05-May-06
REVIEWER L Lewis
CLASS SA
If ORW, is site within the 575' AEC?
DRAINAGE AREA 60';113 SF
Rational C
186 1
30,517 1
1
d1'ib J130703 C I11'lo, 0'61
Place a "1" here if Rational 1 +ddP !Milo
RV= 05+ 009 (1) = '11',I'11, 0511
II' FEET MSL
III 'Iq'1III11,' 1115INCHES/HOUR
or 0 000035 FPS
Elev (ft)
Area, sq ft
Inc Volume
Acc Volume
BOTTOM 85
1957
0
9
2,711
1167
1167
10
4,274
34925
46595
TOP 105
4676
22375
6897
VOLUME 1 DEPTH 1 DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
STORAGE MET AT ELEVATION
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM NIA
Intensity, i = 33 inches 1 hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6 3 inches 1 hour
Volume for 10 yr 10 min event =
,3830' CUBIC FEET
III�I'I 'i111'6897 CUBIC FEET
fi l! ' 19 79 fmsl
IJ6 i ';I,28.2 HOURS MUST BE <120
CFS
CFS Must be > Qr
3174 73 CF < 6897 CF
COMMENTS
Volume and drawdown are within Design Requirements

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME- Town of Oak Island, c/o John Michaux
Project Name. OKI Waterway Park Oyster Bag Sill
2 LOCATION OF PROJECT SITE. Project site is located between NE 14`b and NE 15`h Streets (Waterway Park),
in Oak Island, Brunswick County
Photo Index - 2006. 9-6131, M, 10-11 2000: 9-85, L, 14-15 1995 9-86, D-E, 16-17
State Plane Coordinates - X: 2259445 Y• 64951 Rover File Q070610C
Lat 33°55'31.37404"N Long 78°08'4161855"W
3 INVESTIGATION TYPE. CAMA/Dredge & Fill
4 INVESTIGATIVE PROCEDURE•
5. PROCESSING PROCEDURE.
Dates of Site Visit — 51I112, 7/6/12
Was Applicant Present —Yes (on 5/1)
Application Received -- Complete 6/29/12
Office - Wilmington
6. SITE DESCRIPTION.
(A) Local Land Use Plan — Yaupon Beach (Town of Oak Island)
Land Classification From LUP -- Medium Density Residential
(B) AEC(s) Involved EW, PTA
(C) Water Dependent- Yes
(D) Intended Use Public
(E) Wastewater Treatment. Existing - None
7
8
Planned - NIA
(F) Type of Structures- Existing — Bulkhead, public park with parking area & associated structures
Planned - Two oyster bag marsh sills
(G) Estimated Rate of Erosion. NIA
Source- NIA
HABITAT DESCRIPTION: [AREA]
DREDGED FU LED OTHER
(A) Vegetated Wetlands
§404 wetlands
(B) Non -Vegetated Wetlands
I
—1,600 sq R (sill)
—500 (concrete
removal/
adin lantin
Other — High ground
—14,375 sq ft
(temporary/-3,750
within the ES AEC)
(D) Total Area Disturbed: 16,475 sq ft (0 38 acres)
(E) Primary Nursery Area. Yes
(F) Water Classification. SA Open No
PROJECT SUMMARY- The applicant proposes to construct two oyster/marl bag sills, to remove existing
concrete riprap and debris and plant wetland vegetation

Town of Oak Island, c/o John Michaux- OKI Waterway Park Oyster Bag Sill
Page Two
The project is located at the end of NE 14'h Street, extending just north of SE I5`h Street, adjacent to the Atlantic
Intracoastal Waterway (AIWW), in the Town of Oak Island, Brunswick County To find the project site travel south on
US Highway 17 to NC Highway 133 South Travel approximately 22 miles south on NC-133 to Dosher Cutoff SE/ NC-
133 Turn onto Dosher Cutoff and then turn right at Southport -Supply Rd SE/ NC-133 Travel approximately 0 8 mile and
turn left onto NC-133 Travel on NC-133 to Oak Island and turn right on East Oak Island Drive Travel approximately 4 5
miles to NE 14th Street Make a right on NE 14th Street and the park is located at and to the east of the road end
The project area is located adjacent to a 2 2 acre public park, composed of 3 combined lots with a fourth undeveloped lot
to the east The three lots are located between NE 14'h Street and NE 15`h Street and are bulkheaded The fourth lot is
Iocated east of NE 15`" Street The shoreline of this lot was stabilized at some point in time with large slabs of concrete
riprap, a portion of which is located above the normal high water line Oysters are growing on and around the existing
concrete and in front of the bulkhead near the eastern gut The elevation of the entire tract is approximately 8' above
normal high water High ground vegetation on the tract consists primarily of lawn grasses and ornamental tree species on
the park parcel and Wax Myrtle (Myrica cer fera), Ash (Fraxinus sp) and Common Reed (Phragmites austrahs) on the
eastern undeveloped parcel There are two "guts" located at the ends of NE 14`h and NE 15`h Streets Both guts are heavily
vegetated with Salt Marsh Cordgrass (Spartrna alterniora), which is also growing waterward of the bulkhead between
the two street ends The highground portion of the park area has a gravel parking lot, gazebo, picnic benches, portable
toilet and two small stair/platform accesses to the water
The waters of the AIWW, adjacent to the project site, are classified as SB by the North Carolina Division of Water
Quality The area is designated as a Primary Nursery Area (PNA) by the N C Division of Marine Fisheries and is
closed to the harvesting of shellfish
PROPOSED PROJECT -
The applicant is proposing to construct two bagged oyster shell and marl marsh sills and to remove the existing concrete
riprap in front of the eastern -most lot The first sill would be located waterward of the eastern marsh gut and the area of
concrete to be removed The sill would measure 80' in length The second sill would be located waterward of the western
marsh gut at the end of NW 14`h Street This sill would measure 120' in length and would have a 5' gap and a short 5'
"offset" section landward of the gap to reduce shoreline erosion from boat wake activity Both sills would measure a
maximum of 8' in width and 2 5' in height (approximating the high water line elevation) Both sills would be located
below normal high water (NEW) The riprap would be removed by an excavator, bobcat or bulldozer The area would be
graded after removal of the concrete debris and planted with marsh vegetation Areas located below normal high water
would be planted with Spartrna alternp7ora plugs placed on 1 5' centers The applicant states that the highground portion
of the undeveloped lot would also need to be cleared and graded to allow for equipment access to the shoreline Existing
concrete rubble on the high ground would also be removed and the lot graded
10. ANTICIPATED IldPACTS-
The proposed oyster/mar] bagged sills would result in the fill of approximately 1,600 square feet of shallow bottom
located in the Estuarine Waters and Public Trust Areas of Environmental Concern (AECs) The removal of the concrete
debris along the shoreline would result in temporary impacts to approximately 500 square feet of Estuarine Waters and
Public Trust Area The work would result in temporary impacts to oyster habitat, but the overall project would recreate the
habitat The clearing of the high ground for shoreline access would temporarily disturb approximately 14,375 square feet,
of which 3,750 square feet would be located within the Estuarine Shoreline AEC
Submitted by Heather Coats Date July 13, 2012 Office Wilmington

1
North Carolina
Coastal Federation
Southeast Region Office 1 The Landing 530 Causeway Dr Suite F1 1 Wrightsville Beach, NC 28480
Phone [phone] Fax [phone] Website www nccoast org
Ms Heather Coates/ Ms Debbie Wilson
NC Division of Coastal Management
127 Cardinal Drive Ext
Wilmington, NC 28405-3845
June 28, 2012
RE Major CAMA permit application for Oak Island Waterway Park oyster bag
sill/shoreline restoration project
Dear Ms Coates and Ms Wilson
Please accept this request for authorization for the construction of 200 linear feet of an
oyster shell bag sill structure and associated marsh plantings, representing the restoration
of 0 2 acre oyster reef habitat and 0 1 acre of coastal marsh/npanan buffer habitat The
project is located along the shoreline adjacent to Waterway Park (NE 14th St ) in Oak
Island, Brunswick County, NC
Attached please find detailed, scaled site plans, cross sectional plan views, project
narrative, required appendices, photos of the project site, notification of the adjacent
property owners via certified letters, and additional payment (in addition to that
previously submitted with our previous GP permit application) as required by the CAMA
guidelines
Please do not hesitate to contact me if you need any additional information, or have any
additional questions
Sinc ely,
racy E S abal
Coastal Scientist
Southeast Region Manager
cc T Miller
T Wilgis
J Michaux

06/26/2012 15 35 2789558 PUBLICWORKS _ PAGE 01
June 26, 2012
Town of Oak Island
4601 E Oak Island Dr
Oak Island, NC 28465
This is to certify that the Town has authorized Tracy Skrabal (NC Coastal Federation) to
act on the Town's behalf for the purpose of applying for and obtaining all CAMA permits
necessary to install a living shoreline at Waterway Park in Oak Island, NC. If you have
questions please contact me at 910.201.8008.
Public Works
� ` F
4601 E Oak Island Drive • Oak Island, North Carolina 28405
Phone [phone] • Fax [phone] • Wiiebsite www oakislandnc com

North Carolina
Coastal Federation
Southeast Region Office I The Landing 530 Causeway Dr Suite F1 I Wrightsville Beach, NC 28480
Phone [phone] Fax [phone] Website www necoast org
June 28, 2012
RE Town of Oak Island Waterway Park Oyster bag sill and marsh restoration project
Compliance with N C Environmental Policy Act
The above- reference proposed project is located within a public park owned by the Town
of Oak Island, NC As proposed, the project complies with the N C Environmental
Policy Act (N C G S 113A 1-10)
Tracy E 9krabal t
North Carolina Coastal Federation (Agent)
JUN 2 9 2012
r)C;N" MhA'WW�,iGI'ON ilqc-

ROOM
NFLICATIONfor
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. PrimaryApphcantl,Lanalolnmer Information
Business Name
Project Name (if applicable)
Town Of Oak Island
Oak Island Waterway Park Oyster Bag Sill
Applicant 1 First Name
MI
Last Name
John
Michaux
Applicant 2 First Name
MI
Last Name
if additional applicants, please attach an additional page(s) with names listed
Mailing Address
PO Box
City
State
4601 E Oak Island Drive
Oak Island
NC
ZIP
Country
Phone No
FAX No
28465
USA
910-201-8008 ext
910-278-9558
Street Address (if different from above)
City
State
ZIP
Same
-
Email
Imlchaux@ci oak -island nc us
2. ' Agent/Contractor Information, �
} T "!f t x~4 iY t. Lf
'1 ♦ 0. jry
}`
Business Name
North Carolina Coastal Federation
Agent/ Contractor 1 First Name
MI
Last Name
Tracy
Skrabal
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
530 Causeway Drive Ste F1
Wrightsville Beach
NC
Zip
Phone No 1
Phone No 2
28480
910-509-2838 ext
910-231-6601 ext
FAX No
Contractor #
910 509 2840
Street Address (if different from above)
City
State
ZIP
same
-
Email'
tracys@nccoast org
<Form continues on back>
�llN � &V
I", 4v? jib,4 1\� 5
252-808-2808 - 1-888-4RCOAST www necoastalmariageiment net

form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. 4 Project Locyaaon u•
County (can be multiple)
Street Address
State Rd #
Brunswick
NE 14"' Street
Subdivision Name
City
State
Zip
Town of Oak Island Waterway Park
Oak Island
NC
28465 -
Phone No
Lot No (s) (of many, attach additional page with list)
- - ext
1, 2, 3, 4,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed protect
Lumber
Intercoastai Waterway
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
Lockwoods Folly River/ 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
Oak Island
4 Site Description ';
a Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
200'
97,000 ft2 (2 2 acre)
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
0 4, 0 8, 0 5, 0 5
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
8' ®NHW or ❑NWL
e Vegetation on tract
upland grass turf landward of bulkhead on lots, Spartina alterniflora channelward of bulkheaded lots
f Man-made features and uses now on tract
community park
g Identify and describe the existing land uses adiacent to the proposed project site
residential
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
R6
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Has a professional archaeological assessment been done for the tract? If yes, attach a copy []Yes ®No [_-]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?
if", 'li "'' ' Ev � d"/ k, W
Form continues on next pages
252-808-2808 1-888-4RCOAST www nccoastatmanagenrient net

Form DCM MP-1 (Page 3 of 4)
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
(ui) 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
Portable bathroom
o Describe existing drinking water supply source
none
p Describe existing storm water management or treatment systems
None
5.`AcfivMes,ra6d Impacts_. - ` 4,
a Will the project be for commercial, public, or private use?
❑Commercial ®PublidGovernment
❑Private/Community
b Give a brief description of purpose, use, and daily operations of the project when complete
Habitat restoration and shoreline stabilization
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
Debris removal and re -grading on lot 1 with excavator/grader, emplacement of oyster
bag sill and marsh plantings conducted
by hand
d List all development activities you propose
Construction of 200' of oyster bag sill along shoreline channelward of existing coastal marsh, debris removal and replanting
of shoreline with coastal marsh and riparian native species as needed
e Are the proposed activities maintenance of an existing project, new work, or both?
Shoreline restoration
f What is the approximate total disturbed land area resulting from the proposed project?
05 ❑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?
In Describe location and type of existing and proposed discharges to waters of the state
n/a
i Will wastewater or stormwater be discharged into a wetland?
❑Yes ®No ❑NA
If yes will this discharged water be of the same salinity as the receiving water?
[]Yes []No ®NA
j Is there any mitigation proposed?
❑Yes []No ®NA
If yes, attach a mitigation proposalW�
<Form continues on back>
Voi'aifti xasi'�� � >l i C
252-808-2808 1-888-4RCOAST www rrccoastalmanagement net

Form DCM MPA (Page 4 of 4)
APPLICATION for
Major Development Permit
A. Afttionai information's.
!n addition to this completed application form, (MP-1) the following'dte s below,'rf apphcable,"must be submitted in corder for the application
package to be complete , !tams (a) , (f) are always apphcable to any major`deve-lopment application' Please cons6it the application
instruction booklet on how'to property prepare the`requiria Items below " - ° r
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 Chatsworth Properly, LLC j - _ ^. Phone No
4 }
Address 10,eC61tal Brook Lane}Cary, NC 27519 0 d' -r %z *far
- - - -
Name Gary Holbrooks Phone No
Address 1770 Old Ocean Hwy Bolivia, NC 28422 q/0 - 2 53- 4/7J 4/
Name "", ` I" y t, , - Phone No -
Addres3s
g A list of previous stale or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
None
h Signed consultant or agent authorization form, if applicable
F Wetland delineation, if necessary
j A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1-10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
1 Certification and Permission`to Enter ofilarid
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project
I further certify that the information provided in this application is truthful to the best of my knowledge
Date _6/26/12
Pnnt Name _Trac Skrabal
l
Signature
Please indicate application attachments pertaining to your proposed project
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ;—r!Zh
❑DCM MP-3 Upland Development ' 'n 1 '
®DCM MP-4 Structures Information
JUN 2 .9 2012
252 808-2808 1-888-4RCOAST www necoastalmanagement net

Major CAMA Permit Application for Town of Oak Island Oyster bag Sill and Marsh/Riparian Plantings
North Carolina Coastal Federation — Southeast Region
Question #6 (a) Project Narrative -
The North Carolina Coastal Federation (NCCF) has been funded by the Estuary Restoration Act (ERA) through the U S
Army Corps of Engineers, Wilmington District to restore and enhance a total of 9 3 acres of intertidal and shallow
subtidal patch Eastern Oyster (Crassostrea virginica) reef habitat and 124 acres of salt marsh habitat at sites in the
Lockwood Folly River, Masonboro Sound, Stump Sound and White Oak River The project is designed to restore and
enhance oyster reef and salt marsh habitats and reduce shoreline erosion caused by storm activity and rising sea levels
The projects will be continuously monitored for a minimum of 3 years post construction by LNCW researchers, NCCF
staff and volunteers
The current proposed project under review for authorization by CAMA's sill General Permit will occur at Project Area # 1
in the lower Lockwood Folly River in Brunswick County This project includes the proposed construction of 200' of
oyster shell bag sill and marsh plantings along an eroding estuarine shoreline to create 0 2 acres of saltmarsh habitat and
0 1 acres of oyster habitat
Background Information:
Estuary Restoration Act
- The Act established an interagency Council to carry out these directives, and required the Council to develop an
Estuary Habitat Restoration Strategy The Act also directed NOAA to develop monitoring protocols for estuary
habitat restoration projects, and to create and maintain a national database of restoration projects
Project Background
- Need
o Living Shorelines — oyster habitat enhancement and saltmarsh habitat restoration, providing an effective
and environmentally preferable erosion control measure with habitat and water quality benefits
NCCF ERA Project Development
o Based on recommendations/goals from CUPP, NCDMF Oyster Fishery Management Plan, multiple
stakeholder led NC Oyster Plan Blue Print for Action
Funded d,�Z
o Awarded NC Coastal Federation, project partner is Town of Oak Island
o Coordinating agency — US Army Corps of Engineers
Project Location 1N 2 9 2012
o Brunswick County, North Carolina
0
c
Proposed Sill Project Area #1 Description (See attached site plans and cross -sectional view plans):
The Lockwood Folly River, within the Lumber River Basin, is located in southeastern North Carolina in coastal
Brunswick County The river's headwaters are in the Green Swamp and flow into the Atlantic Ocean through the
Lockwood Folly Inlet The estuary maintains polyhalme to euhaline conditions ranging from 18 to 36 ppt salinity Due to
the proximity of the inlet and strong tidal flow the estuary experiences a high rate of water exchange and flushing This
allows the lower river to maintain high water quality despite increasing non -point source pollution from a developing
watershed Tidal salt marshes, dominated by saltmarsh cordgrass (Spartina altern flora), saltmeadow hay (Spartina
patens), saltgrass (Distichils spicata), occur along the estuarine shorelines and make up small islands in the lower river
The lower river contains extensive intertidal flats with areas of shell hash and mud The Lockwood Folly River contains
significant areas of intact wetland areas along its length which valuable buffering and water quality benefits The existing
estuarine habitats, water quality direct connection with the ocean makes the Lockwood Folly a vital area for estuarine and
marine organisms foraging, migrating, breeding, spawning and seeking refuge as juveniles
Page 1 of 5

4 1
JBSC Oel
NCDENR 0Y
W Cardinal Drive Ext
Wilmington, NC 28405
ATTENTION Linda Lewis
LETTER OF TRANSMITTAL
DATE 10-20-05
PROJECT NO 018-001 TASK NO
RE DWQ Permit
TRANSMITTAL. NO
PAGE 1 OF 1
WE ARE SENDING x Originals Prints
❑ Specifications ❑ Calculations
❑ Shop Drawings ❑ Samples
❑ Other -
Quantity
Drawing No
Rev
Description
Status
1
Original Permit Application
1
Copy of the Permit Application
1
SWU-103 BMP Supplement
1
Check for $420
2
Narrative
2
Sets of Construction Drawings
Issue Status Code A Preliminary B Fabrication Only C For Information D Bid
E Construction F For Review & Comments G For Approval H See Remarks
Action Status Code 1 No Exceptions Taken 2 Make Corrections Noted 3 Other
4 Amend & Resubmit 5 Rejected -See Remarks
REMARKS
cc File Copy
73U Catesworth Dnve
Signed
Fax [phone]
JBS Consulting, PA

Living Shoreline sill Project Area #1
Project components at NCCF Estuary Restoration Act (ERA) Project Area # 1 will include the construction of 200' of
oyster shell bag sill and marsh plantings along an eroding estuarine shoreline
Protect Site - Living Shoreline Project -
The Living Shoreline component will be located within the Lockwood Folly River watershed at a site within the
jurisdiction of the Town of Oak Island (Figure 7) An detailed location map is attached
Figure 7 Aerial view of Oak island Living Shoreline Pioject Site— NE 14i° St Waterway Park on the A1W W
The Oak Island Waterway park project is a partnership project between the North Carolina Coastal Federation and the
Town of Oak Island, Stormwater Division The Town of Oak Island owns 4lots within the Waterway Park Property
(Figure 8), and the park includes two street- end right- of- ways 200' of Living Shoreline incorporating oyster and salt
marsh habitat will be constructed along the shoreline of the AIWW and the Town's Waterway Municipal Park at the end
of NE 14"' St on Oak Island The oyster sill will be in front of Lot 1, the existing marsh "gut" and a portion of Lot 2 of the
Waterway Park property The approximate GPS coordinates for the site are N 33"55'48" x W 78°09'8 64" The site is
owned by the Town of Oak Island The project activities will occur at and below the mean high water mark in the public
trust waters of North Carolina
1UN 2 9 2012
Figure 8 Aerial Photo Image of Oak Island Waterway Park (NE 14"' St ) with designations of Lots 14 and Town public right of ways
adjacent to lot 4 and between lots l and 2
Page 2 of 5

CO VE ry
JUN 2 9 2012
GTON NC`
Project Methodology — Living -Shoreline
NCCF has designed the current project based on sound engineering and biological principals, and previous successful
NCCF projects throughout the coastal regions NCCF will work with the Town of Oak Island, volunteers and contractors
to install the innovative Living Shoreline project The Living Shoreline project will create saltmarsh and oyster habitat
along a section of eroding shoreline The project will include the restoration of coastal saltmarsh and the implementation
of an oyster bag sill reef made up of oyster shell and marl bags The oyster reef sill will serve as the wave dampening
mechanism The oyster sill made up of oyster shell and marl bags, which will both provide shoreline stabilization and
recruit oyster larvae which will attach to the oyster shell and marl in the bags As these oyster spat develop and mature
they will transform the shell and marl bags and oyster domes into a developing reef The oysters will continue to grow and
more larvae will settle onto the reef Transects through the project area have been established to establish the oyster reef
sill and the marsh planting In addition, researchers from UNCW will provide monitoring of the project for at least three
years
Liviniz Shoreline Proiect Description (See attached mans to scale
Oyster reef sill Oyster shell and marl bags will be emplaced by volunteers in a 6-8' wide, 200' long low profile oyster
reef sill (separated into one 120' sill structure, and one 80'sill structure) Along the alignment of the westernmost sill
(120') a 5' gap in the structure will be included, and a 5' section of sill will be slightly offset landward of the gap (to
mitigate concentration of erosive wave energy through the gap, while still allowing for open fish passage The sill will be
made up of oyster shell and marine limestone marl placed in aquaculture mesh bags Marl is an approved oyster reef
cultch material, and is more readily available and is less expensive than oyster shell The marl, while successful for oyster
larvae recruitment and attachment, is best used as a base for the shellbag sill The marl bags will be placed in the footprint
of the sill Then mesh bags filled with recycled oyster shell will be placed on top of the marl so that the shell is in the
optimum elevation range for oyster larvae recruitment The oyster reef sill will protect existing oyster and saltmarsh
habitat and will enhance and restore lost oyster reef and saltmarsh habitats
As part of the grading and shoreline preparation for the sill and marsh planting project, the project proposes to clean up
some of the concrete debris along the shoreline of the northeastern most lot (# 1), including the shoreline fronting
the ICWW and a wetland (gut) between lots # 1 and 92 and a portion of the shoreline of lot #2 The clean-up of
Page 3 of 5

I
debris from from the existing marsh "gut" will be done by hand and no equipment will be needed for this effort (see
project area photos below) Access to the shoreline and clean up of the debris from Lot 1 will be conducted by the
Town of Oak Island staff, using an excavator, and/or modified bob -cat or bulldozer
Coastal saltmarsh Once free of debris and re -graded to appropriate planting contours, the eroding shoreline will be
replanted with native marsh and riparian vegetation The degraded salt marsh in the, existing marsh "gut" and will be
replanted with Spartrna alterniflora plugs The intertidal zone, landward of the oyster sill, will be planted by volunteers
with Spartrna alterni fora plugs placed on 1 5' centers, in an offset grid pattern as needed
Oak Island -Waterway Park (NE 14'"St ) Shoreline Project Area -View Northeast
Oak Island Waterway Park (NE 14"St ) looking southwest along alignment of proposed 200' oyster bag sill
r
AN 2 9 2012
Oak Island Waterway Park (NE 14flLSt) - View of Town park property Project to include removal of concrete
debris, re -grading landward of eroding bank and replanting with native marsh and riparian vegetation
NC
Page 4 of 5

View nort and along the proposed sill/marsh planting shoreline
['teatt
w�'?
.SUN 2 9 2012
Page 5 of 5

North Carolina
James D Simons, PG, PE
Director and State Geologist
A!,; -,A
NCDENR
Department of Environment and
Division of Land Resources
Land Quality Section
Natural Resources
October 21, 2005
LETTER OF RECEIPT OF EROSION CONTROL PLAN
Town of Oak Island
Mr Peter Bine, Town Mgr
4601 East Oak Island Drive
Oak Island, NC 28465
RE Project Name Waterway Park
Project ID Bruns-2006-109
County Brunswick
River Basin Cape Fear
Submitted By JBS Consulting
Date Received by LQS October 20, 2005
Plan Type NEW
Dear Mr Bine
Michael F Easley, Governor
William G Ross Jr, Secretary
UL 2 4 2005
This office has received a soil erosion and sediment control plan for the protect listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G S 113A-57 (4))
The Act requires that all persons disturbing an area of one or more acres of land must obtain approval
of a soil erosion control plan prior to the commencement of the land -disturbing activity (G S 113A-54(d) (4))
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed Enclosed is a checklist of items that
must be submitted before we can complete the review -process Failure to provide the additional information
may result in disapproval of your plan
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules
If you have questions please do not hesitate to contact this office Your cooperation in this matter is
appreciated and we look forward to working with you on this project
Sincerely,
G
odd C Walton
Land Quality Section
cc Brad Sedgwick, PE, JBS Consulting
LQS-WiRO, SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext Wilmington, North Carolina 28405-3845 - Phone [phone] FAX [phone]

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME l�Jo4�fQ Ya+21 DATE
PROJECT NO n - _ COUNTYy���,�
To expedite the approval process a cursor} revie v of your submitted Erosion and Sediment Control Plan application has been made
and has snc)%%n the need for additional Information as specified below To meet our review schedule, any additional information
should be received by this office no later than 1,3uV A Z.00 ic, Failure to meet this schedule may result in disapproval
of your plan The following items shall be Incorporated v ith respect 10 specific site conditions in an erosion and sediment control plan
LOCATION INFORMATION
Project location (roads streets landmarks)
North arrov and scale
GENERAL SITE FEATURES (Plan elements)
Legend North arrov, scale etc
Property lines
Exlsling contours (topographic lines)
Proposed contours
Limits of dlslurbed area (provide acreage total delineale
limits and label)
Planned and exisling building locations and elevations
Planned & existing road locations & etevatrons
Lot and/or building numbers
Geologic features rock outcrops seeps springs wetland
and their limits streams lakes ponds dams etc
Easements and cf21nageways
Profiles of streets utilities dilchlines etc
Stockpiled lopsoil or subsoil locations
If the same person conducts tr,e land disturbing activity & any regaled
bo row or waste aclmj the regaled borrow or Aasie activity, Shall
cons,rtute pan of the lann disturbing acovt y unless the borrcw or waste
activity Is iegulaleC under the h1ining Act of 1971 or is a landlill regulated
by line i)IvrSibn of Waste ftiianagemem II the land disturbiag acl«iry and
an} related borrow or waste acuviry are not conducted by the same
person they sr'ad be Wnsloeied 5e0arale land d:slurbinq_ activities and
must be pefmined either Ihru Me Sedimentation Pollution Control Act as a
one use borrow site or through the fvlining Act
Aequued Army Corps 4fl4 permit and Waler Quarry 401 cendicabon (e g
stream oisturvances O%ef 150 linear feet)
EROSION CONTROL MEASURES (on plan)
STORMWATER CALCULATIONS
Pre construclion runoff calculations for eacn outlet from the
site (at peak discharge points)
Design cale�lations for peak discharges of runoff (mcluding
the construction phase & the final runoff coefficients of the
site)
Design talcs of culverts and storm sewers
Discharge and velocity calculations for open channel and
ditch flows (easement & right of wa)s)
Design talcs of cross sections and method of stabilization of
existing and planned channels (include temperart linings)
Design talcs and construction details of energy disslpators
below culvert and storm sewer outlets {dlamcters & apron
dimensions)
Design talcs and dimension of sediment basins
Surface area and settling efficiency information for proposed
sediment baps and/or basins
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
Method of soil pieparanan
Seed type & rates (temporary & permanent)
Fertiii7er lype and rates
Mulch type and rates
NOTE Plan should include provisions for groundcover on
exposed slopes within 15 working days or 30 calendar
days (whichever is shorter) following completion of any
phase of grading permanent groundcover for all
disturbed areas within 15 working days or 90 calendar
days (whichever Is shorter) following completion of construction or
development
Legend
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
Loca.ion of temporary measures
Location of permanent measures
Completed signed & notarized FRIO Form
Construction drawings and details for
Accurate application fee (530 00 per acre rounded up the
,emporary and permanent measures
next acre nllh no telling amount)
Maintenance requirements of measures
Certificate of assumed name II the owner IS a partnership
Contact person responsible for maintenance
Name of Registered Agent (if applicable)
_
Copy of the most current Deed for the site
SITE DRAINAGE FEATURES
NOTE For the Express Permitting Option inquire at the local
Exi-ling and planned drarna4e patterns (include oft site Regional Office for availability
areas that drain I'trouah project) NARRATIVE AND CONSTRUCTION SEQUENCE
Meinod of determination of and calculations for Acreage of
land being dlSlurDed Narrative describing the nature and purpose of the
Size and location of culterls and sewers consiruclion aclivn;
Soil information type special cha acterlstics Construction sequence related to erosion and sediment
Soil Informalion below culvert storm outlets control (including Installation of critical measures prior to the
Name and ctassit+ca.Iorn o` receiving waier course Initiation of the land dlslurbing activ,ty & removar of
(only urine e storr-v ate[ discha ges are to occur) measures alter areas the y -erve are perrianenlly sLabiIized)
Bid specifications related only to erosion control
CO]"AMENTS See ire follcoong page
Q 51toid I-v c 4 ri"on Of sc 6;4ff4 r Z-9UPs on ?'if F/aril
/EGG g9a r4 1tf Mud r4a6,t 1G'r2v7Afc{Ivrt,
I,Vllrrington Regional Office
127 Cardinal Drive Extension INilmingtcn NC 28405 Phone [phone]CO 1 FAX [phone]