20120654 Ver 1_CAMA Application_20120702

Beverly Eaves Perdue
Governor
20120654
June 28 2012
MEMORANDUM
TO Karen Higgins
401 Oversight & Express Permits Unit
Division of Water Quality Surface Water Protection
Dee Freeman
Secretary
FROM Doug Huggett NC DENR DCM Mayor Permits Coordinator
400 Commerce Ave Morehead City NC 28557 (Courier 11- 12 -09)
SUBJECT CAMA/Dredge & FIII Permit Application Review
Applicant Town of Oak Island (c /o J Michaux)
Project Location Within the Right of Way at 67th Street adjacent to the Atlantic
Ocean in Oak Island NC Brunswick Co
Proposed Project Applicant proposes to replace the existing 18 culvert with a 36
box culvert
Please indicate below your agency s position or viewpoint on the proposed project and
return this form by July 23, 2012 If you have any questions regarding the proposed
project contact Heather Coats (910)796 -7424 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 DATES
400 Commerce Ave Morehead City NC 28557 3421
Phone [phone] \ FAX [phone] Internet www nccoastaimanagement net
An Equal Opportunity \ Affirmative Action Employer
X04?
Earolina
urally

1
2
3
4
5
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME Town of Oak Island c/o John Michaux
LOCATION OF PROJECT SITE Project site is located within the right of way at 67`h Street adjacent to the
Atlantic Ocean in Oak Island Brunswick County
Photo Index 2006 8 6167 K L 5 6 2000 8 74 J 5 1995 5 94 0 15 16
State Plane Coordinates X 2273759 Y 58855 Rover File Q052411A
Lat 33 °54 29 82747 N Long 78 °05 52 44860 W
INVESTIGATION TYPE CAMA/Dredge & Fill
INVESTIGATIVE PROCEDURE
PROCESSING PROCEDURE
Dates of Site Visit — 4/18/12 5/24/12
Was Applicant Present Yes
Application Received — Complete 6/26/12
Office Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan — Yaupon Beach (Town of Oak Island)
Land Classification From LUP Developed
(B) AEC(s) Involved OH
(C) Water Dependent No
(D) Intended Use Public
(E) Wastewater Treatment Existing None
7
Planned N/A
(F) Type of Structures Existing — Paved road culvert
Planned Replacement of culvert
(G) Estimated Rate of Erosion 2 ft /yr
Source LTAASCR 1998 Update
HABITAT DESCRIPTION [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
§404 wetlands
(B) Non Vegetated Wetlands
—52 sq ft (nprap)
Other — High ground
—60 sq ft (additional fill
due to increased pipe
diameter)
—104 sq ft (riprap)
(D) Total Area Disturbed 216 sq ft (0 005 acres)
(E) Primary Nursery Area No
(F) Water Classification SB Open No
8 PROJECT SUMMARY The applicant proposes to replace the existing 18 culvert with a 36 box culvert

Town of Oak Island, c/o John Michaux
Page Two
9 PROJECT DESCRIPTION
The project is located within the right of way at SE 67`h Street, south of East Oak Island Drive adjacent to the Atlantic
Ocean 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 1 mile to SE 676 Street
Make a left on 67b Street and the culvert will be located approximately 0 15 miles down the road
The project area is located within the road right of way between two freshwater ponds The elevation of the road is
approximately 7 83 NGVD 29 High ground vegetation in the right of way consists primarily of lawn grasses and Wax
Myrtle (Myrica cer fera) The ponds on either side of the roadway contain various 404 wetland species including but
not limited to Common Reed (Phragmites austrahs) Cat Tail (Typha lahfoha) and Bulrush (Scirpus sp) An existing 18
diameter culvert extends across the right of way under the road bed The culvert measures approximately 50 in length A
steep bank surrounds the culvert, and evidence of erosion from stormwater run off is present At the time of the two site
visits the pipe was completely buried in sediment on the eastern side of the right of way with only a small portion of the
pipe exposed to the west
The waters of the Atlantic Ocean adjacent to the project site are classified as SB by the North Carolina Division of Water
Quality The area is not designated as a Primary Nursery Area (PNA) by the N C Division of Marne Fisheries The
subject property is located within the High Hazard Flood Area of Environmental Concern (AEC) as indicated by Zone
VE (elevation 18 ) on the Flood Insurance Rate Map The High Hazard Flood Area (VE Zone) associated with the subject
property is contiguous to the Atlantic Ocean
PROPOSED PROJECT
The applicant is proposing to replace the existing 18 round culvert with a 36 wide box culvert The culvert would
measure 5 25 in height and would be reduced in a length of 40 to terminate at both banks The replacement of the culvert
would require the relocation of an 8 sanitary sewer line a 6 water line electrical and telephone lines As proposed the
culvert would be installed approximately 1 deeper than the existing culvert The current elevation at the bottom of the
culvert is shown to be 3 41 NGVD 29 The bottom of the new culvert would be installed at an elevation of 2 5 NGVD
29 Riprap would be installed on both ends of the culvert to stabilize both banks The nprap would measure
approximately 4 in length along the eastern side of the right of way both to the north and south of the culvert and would
measure approximately 9 in length both north and south of the culvert to the western side of the right of way The riprap
would measure approximately 6 in width
10 ANTICIPATED LVIPACTS
The increased size of the culvert would result in the disturbance of approximately 60 square feet of high ground The
increased size of the culvert can be expected to result in increased drainage from the pond to the east and improved
wildlife passage The riprap would result in the fill of approximately 104 square feet of high ground and 52 square feet of
non vegetated wetlands The proposed development would be located within the High Hazard Flood AEC and is
landward of the Ocean Erodible AEC
Submitted by Heather Coats Date June 27 2012 Office Wilmington

Application for Mayor Development Permit
6 Additional Information
a Project Narrative The Town of Oak Island is submitting a mayor development permit
application for the replacement of an 18 inch culvert crossing under a Town road on SE
67'h St The current culvert is undersized and prone to continued clogging from debris
and sediment Due to these issues the property owners upstream of this location
experience prolonged flooding during rain events and Town staff are required to clean the
culvert frequently The proposed replacement is a box culvert 3 feet wide 5 25 feet high
and 40 feet long and will provide increased flow capacity without changing water levels
as well as better facilitate wildlife migration Appropriate BMPs will be used to minimize
to the maximum extent possible any erosion and sedimentation during and after
construction Rip rap will be installed as a permanent stabilization measure
RECEIVE[)
DCM WILMI€vG1 N NC
JUN 19 2U�2

161111011114
APPLICITION for
Maier Development Permit
(last revised 1=7106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1 Primary Applicant/ Landowner Information
Business Name
Town Of Oak Island
Project Name (if applicable)
SE 67' Street Culvert Replacement
Applicant 1 First Name
John
MI
M
Last Name
Michaux
Applicant 2 First Name
MI
Last Name
If additional applicants please attach an additional page(s) with names listed
Mailing Address
4601 E Oak Island Drive
PO Box
City
Oak Island
State
NC
ZIP
28465
Country
USA
Phone No
910 201 8008 ext
FAX No
910 278 9559
Street Address (if different from above)
City
State
ZIP
Email
jmichaux @ci oak island nc us
2 Agent(Contractor Information
Business Name
Agentl Contractor 1 First Name
MI
Last Name
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No 1
ext
Phone No 2
ext
FAX No
Contractor #
Street Address (if dnTerent from above)
City
State --]ZIP
Email
RECEIVED
DUM VVILMINU I UN NU
<Form continues on back> JUN 4 1 2012

Fprm DCM MP 1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3 Project Location
County (can be multiple)
Street Address
State Rd #
Brunswick
SE 67"' St
NA
Subdivision Name
city
State
Zip
NA
Oak Island
NC
28465
Phone No
Lot No (s) (if many attach additional page with list)
910 201 8008 ext
NA
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Cape Fear
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
Town of Oak Island
4 Site Description
a Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
N/A
Town road/Town right of way
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
NA
NWL (normal water level)
(If many lot sizes please attach additional page with a list)
7 ft ❑NHW or ®NWL
e Vegetation on tract
Limited vegetation (Grass within Right of Way)
f Man made features and uses now on tract
Current pipe culvert
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?
Street Right of Way
(Attach zoning compliance certificate if applicable)
®Yes []No ❑NA
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> DCM WILMINGTON NC
JUN 0 1 1012

Form DCM MP 1 (Page 3 of 5)
APPLICATION ,for
Major Development Permit
m (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? []Yes ®No
(iii) if yes to either (i) or (u) above has a delineation been conducted? ❑Yes ®No
(Attach documentation if available)
n Describe existing wastewater treatment facilities
NA
o Describe existing drinking water supply source
NA
p Describe existing storm water management or treatment systems
NA
5 Achvi>res and Impacts
a Will the project be for commercial public or private use? ❑Commercial ®PubliclGovemment
❑Pnvate /Community
b Give a brief description of purpose use and daily operations of the project when complete
Culvert for passage of stormwater under public street
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
Qualified staff experienced in road engineering have determined culvert sizing and will coordinate with all parties during
construction Water inflated dams will be used to limit water intrusion during construction and prevent sedimentation The
excavator will trench down to the existing culvert exposing it so that the it can be removed cut and crushed to fit in the
available transport vehicles Following removal of the old pipe the utility companies will relocate any utility that would
interfere with the new box culvert Afterwards the trench is excavated to the prescribed width and depth The trench should
be straight in both profile and plan view with the bottom at the same elevation as the old culvert pipe invert The new trench
is then placed into the trench and the necessary couplings are made according to the manufactures instructions A flared np-
rap inlet and outlet will be installed Conventional heavy equipment including backhoes and excavator will be used and
stored in right of way if project takes more than one day Appropriate BMPs will be implemented to prevent erosion and
sedimentation during and after project completion
d List all development activities you propose
Replacement of existing 18 inch HDPE culvert pipe with concrete box culvert
e Are the proposed activities maintenance of an existing project new work or both? Replacement of existing pipe culvert
with box culvert
f What is the approximate total disturbed land area resulting from the proposed project? 175 ®Sq Ft or []Acres
g Will the proposed project encroach on any public easement public accessway or other area jdYes No []NA
that the public has established use of? ; iL
h Describe location and type of existing and proposed discharges to waters of the state
NA DCM WILMINGTON NC
JUN 0 1 2012
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

Form DCM MP 1 (Page 4 of 5)
APPLICATION for
Major Development Permit
j Is there any mitigation proposed? []Yes []No ®NA
If yes attach a mitigation proposal
<Form continues on back>
6 Additional Information
In addition to this completed application form (MP 1) the following items below if applicable must be submitted in order for the application
package to be complete Items (a) — (f) are always applicable to any major development application Please consult the application
instruction booklet on how to properly prepare the required items below
a A project narrative
b An accurate dated work plat (including plan view and cross sectional drawings) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously authorized work clearly indicate on maps plats drawings to distinguish
between work completed and proposed
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
e The appropriate application fee Check or money order made payable to DENR
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Andrew Rosen & Maureen Grasso Phone No
Address 1100 Silver Leaf Road Bogart GA 30622
Name Ronald J Spiegel Phone No
Address 104 Kyleway Drive Chapel Hill NC 27514
Name David and Judy Wiles Phone No
Address 515 King Street Waxhaw NC 28173
g A list of previous state or federal permits issued for work on the project tract Include permit numbers permittee and issuing dates
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 I I 3 1 10) if necessary If the project involves expenditure
of public funds or use of public lands attach a statement documenting compliance with the North Carolina Environmental Policy Act
7 Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project
I further certify that the information provided in this application is truthful to the best of my knowledge
Date 3/21/12 Print NM ie John Michaux
RECEIVED
Signature DCM WILMINGTON NC
Please indicate application attachments pertaining to your pro osed prof t JUN Q 1 2012
®DCM MP 2 Excavation and Fill Information ®DCM MP 5 Bridges and Culverts

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
Describe below the purpose of proposed excavation and/or fill activities All values should be given in feet.
1 EXCAVATION ®This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards
c (i) Does the area to be excavated include coastal wetlands/marsh d High -ground excavation in cubic yards
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
OCW OSAV OSB
OWL ONone
(ii) Describe the purpose of the excavation in these areas
12 DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a Location of disposal area b Dimensions of disposal area
c (i) Do you claim title to disposal area? d (i) Will a disposal area be available for future maintenance?
OYes ❑No ONA []Yes []No ONA
(ii) If no attach a letter granting permission from the owner (ii) If yes where?
(i) Does the disposal area include any coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
[]CW []SAV OSB
OWL ❑None
(ii) Describe the purpose of disposal in these areas
f (i) Does the disposal include any area in the water?
OYes ONo ONA
(ii) If yes how much water area is affected?
RECEIVED
DCM WILMINGTON NC
JUN 0 l 2012
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
Width
Avg Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1 EXCAVATION ®This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards
c (i) Does the area to be excavated include coastal wetlands/marsh d High -ground excavation in cubic yards
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
OCW OSAV OSB
OWL ONone
(ii) Describe the purpose of the excavation in these areas
12 DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a Location of disposal area b Dimensions of disposal area
c (i) Do you claim title to disposal area? d (i) Will a disposal area be available for future maintenance?
OYes ❑No ONA []Yes []No ONA
(ii) If no attach a letter granting permission from the owner (ii) If yes where?
(i) Does the disposal area include any coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
[]CW []SAV OSB
OWL ❑None
(ii) Describe the purpose of disposal in these areas
f (i) Does the disposal include any area in the water?
OYes ONo ONA
(ii) If yes how much water area is affected?
RECEIVED
DCM WILMINGTON NC
JUN 0 l 2012

Ft rnl DCM MP 2 (Excavation and Fill Page 2 of 3)
3 SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin use MP-4 — Structures)
a Type of shoreline stabilization b Length fio
❑Bulkhead ORiprap ❑Breakwater /Sill ❑Other Width 6
c Average distance waterward of NHW or NWL 15 feet d Maximum distance waterward of NHW or NWL 2 feet
e Type of stabilization material f (r) Has there been shoreline erosion during preceding 12
Rip Rap Grande to be placed only within town right of way and months?
not cross onto private property ❑Yes ❑No ❑NA
(n) If yes state amount of erosion and source of erosion amount
information
Approximately two feet of the shoreline has eroded due to
heavy rain events
g Number of square feet of fill to be placed below water level h Type of fill material
Bulkhead backfill Riprap 90 Rip Rap
Breakwater /Sill Other
i Source of fill material
on site
4 OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabdrzation)
a (r) Will fill material be brought to the site? []Yes []No ❑NA b (i) Will fill material be placed in coastal wetlands/marsh (CW)
If yes
(n) Amount of material to be placed in the water
(w) Dimensions of fill area
(iv) Purpose of fill
5 GENERAL
a How will excavated or fill material be kept on site and erosion
controlled?
Fill material will be staged on the town right of way with erosion
control bamers installed in advance to preventing the material
from entering wetlands
c (r) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(r) If yes explain what type and how they will be implemented
NA
submerged aquatic vegetation (SAV) shell bottom (SB) or
other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL []None
(u) Describe the purpose of the fill in these areas
b What type of construction equipment will be used (e g draglme
backhoe or hydraulic dredge)?
Excavator and backhoe
d (r) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(n) If yes explain steps that will be taken to avoid or minimize
environmental impacts
NA
3/21/12
—� � R G F I u n
Date Project Name DCM WILMINGTON N-
C
SE 67th Street Culvert Replacement
2012
John Mrchaux Town of Oak Island JUN 0 1
252 808 2808 8,38 e:FsCUA ST I% b cis -Is ? Tjanagr nlr n 'let _ 21 c 2190 D-

Form DCM MP 2 (Excavation and Fill Page 3 of 4)
Applicant Nam
Applicant Signatu e
RECEIVED
DCM WILMINGTON NC
JUN 0 1 2032
252 808 2808 1 888 4RCOAST www nccoastai r^anacgement isec evise€3 12/26106

BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1 BRIDGES ®This section not applicable
a Is the proposed bridge
❑Commercial ❑Public/Govemment ❑Pnvate/Commundy
c Type of bridge (construction material)
e (1) WIII proposed bridge replace an existing bridge? ❑Yes ❑No
If yes
(u) Length of existing bridge
(iii) Width of existing bridge
(iv) Navigation clearance underneath existing bridge
(v) Will all or a part of the existing bridge be removed?
(Explain)
9 Length of proposed bridge
I Will the proposed bridge affect existing water flow? []Yes ❑No
If yes explain
k Navigation clearance underneath proposed bndge
b Water body to be crossed by bridge
d Water depth at the proposed crossing at NLW or NWL
f (i) Will proposed bridge replace an existing culvert? []Yes []No
If yes
(ii) Length of existing culvert
(in) Width of exisbng culvert
(n►) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all or a part of the existing culvert be removed?
(Explain)
h Width of proposed bridge
WIII the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes []No
If yes explain
I Have you contacted the U S Coast Guard concerning their
approval? ❑Yes ❑No
If yes explain
m WIII the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands
waters? ❑Yes ❑No
If yes explain
2 CULVERTS ❑This section not applicable
a Number of culverts proposed 1 b Water body In which the culvert is to be placed
NA RECEIVED
OCM LMINGTC,'V NC
JUN 0 1 2M

Foirm DCM VP 5 (Bridges and Culverts Page 2 of 4)
< Form continues on back>
c Type of culvert (construction material)
Concrete Box
d (i) Will proposed culvert replace an existing bridge?
❑Yes ®No
If yes
(ii) Length of existing bridge
(i►) Width of existing bridge
(iv) Navigation clearance underneath existing bridge
(v) Will all or a part of the existing bridge be removed?
(Explain)
f Length of proposed culvert 40 ft
h Height of the top of the proposed culvert above the NHW or NWL
I Wig the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? []Yes ®No
If yes explain
e (i) Will proposed culvert replace an existing culvert?
Oyes ❑No
If yes
(n) Length of existing culvert(s) 50 ft
(iii) Width of existing culvert(s) 15 ft
(nr) Height of the top of the existing culvert above the NHW or
NWL 0 5 ft
(v) Will all or a part of the existing culvert be removed?
(Explain) All of the existing culvert pipe will be
removed and replaced with a box culvert
g Width of proposed culvert 3 ft
► Depth of culvert to be buned below existing bottom contour
1Oft
k Will the proposed culvert affect existing water flow?
®Yes []No
If yes explain Proposed culvert increases flow to
decrease flooding of upstream properties
3 EXCAVATION and FILL ❑This section not applicable
a
(i) Will the placement of the proposed bridge or culvert require any b
excavation below the NHW or NWL7 ®Yes []No
If yes
(n) Avg length of area to be excavated 45 ft
(u►) Avg width of area to be excavated Aft 15
(iv) Avg depth of area to be excavated A 10
(v) Amount of material to be excavated in cubic yards
Z.
(i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW) submerged
aquatic vegetation (SAV) shell bottom (SB) or other wetlands
(WL)? If any boxes are checked provide the number of square
feet affected
❑CW ❑SAV ❑SB
OWL ®None
(u) Describe the purpose of the excavation in these areas
RECEIVED
DCM WILMINGTON NC
JUN 0 j- 2612
252 BPS 2808 868 4RCOAS T VjV,, F ��c��as air e"a ffeme A tie r- i--t - 0 26 06

O ! (Bridges ti Culverts Page 3 of 411
c (i) Will the placement of the proposed bridge or culvert require a y
high- ground excavations Cr IKYes No q
If yes 7�
(u) Avg length of area to be excavated
n
(m) Avg width of area to be excavated g.J�
(iv) Avg depth of area to be excavated y S q~
(v) Amount of material to be excavated in cubic yards
d If the placement of the bridge or culvert involves any excavation please complete the following
(i) Location of the spoil disposal area Town maintenance area Airport Road
e
9
(n) Dimensions of the spoil disposal area 4 acres
(m) Do you claim title to the disposal area? ®Yes ❑No (ffno attach a letter granting permission from the owner)
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No
(v) Does the disposal area include any coastal wetlands /marsh (CW) submerged aquatic vegetation (SAVs) other wetlands (WL) or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked give dimensions d different from (n) above
(vi) Does the disposal area include any area below the NHW or NWL? ? []Yes ®No
If yes give dimensions if different from (n) above
(i) Will the placement of the proposed bridge or culvert result in any f
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ®No
If yes
(u) Avg length of area to be filled
(hi) Avg width of area to be filled
(iv) Purpose of fill
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high - ground? ❑Yes ®No
If yes
(u) Avg length of area to be filled
(w) Avg width of area to be filled
(m) Purpose of fill
4 GENERAL
a
Will the proposed project require the relocation of any existing
utility lines? ®Yes []No
If yes explain Existing electric and TV Imes to be
lowered qw.k W4er- IV, . a.*%
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW) submerged
aquatic vegetation (SAV) shell bottom (SB) or other wetlands
(WL)? If any boxes are checked provide the number of square
feet affected
❑CW ❑SAV ❑SB
OWL ®None
(u) Describe the purpose of the excavation in these areas
RECEIVED}
DCM WILMNIGTON NC
JUN 0 1 2M
b Will the proposed project require the construction of any temporary
detour structures? ❑Yes ®No
If yes explain
2526082808 1 858 4RCOA sT _vw iv ne�oast°�Ir�aaa !g,1 net sc-v s*-d M26106

Form DCM MP 5 (Bridges and Culverts Page 4 of 4)
If this portion of the proposed project has already received
approval from local authorities please attach a copy of the
approval or certification
< Form continues on back>
c Will the proposed project require any work channels? d How will excavated or fill material be kept on site and erosion
DYes ®No controlled?
If yes complete Form DCM MP 2 The excavated matenal vwll be kept on site temporarily and
protected for erosion with silt fence
e What type of construction equipment will be used (for example
dragihne backhoe or hydraulic dredge)?
Backhoe/Excavator
g Will the placement of the proposed bridge or culvert require any
shoreline stabilization? Was []No
If yes complete form MP 2 Sedron 3 for Shoreline
Stabrldation only
f Will wetlands be crossed in transporting equipment to project site?
[]Yes ®No
If yes explain steps that will be taken to avoid or minimize
environmental impacts
March 21 2012
Date
SE 67"' Street Culvert Replacement
Project Name
Town of Oak Island John Mhchaux
App nt a
Applicant hgn RECEIVED
DCM WILMINGTON NC
JUN 4 i 2M
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OCEAN HAZARD AEC NOTICE
Project is in an '✓ Ocean Erodible Area
Property Owner 10 I-J �, a� D6tK " I_. N-�
Property Address cc (-i l-
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 wnting 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 feet per year
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years
Studies also indicate that the shoreline could move as much as
feet landward in a mayor storm
e flood waters in a mayor storm are predicted to be about
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 betties
and breakwaters are prohibited Temporary sand bags may be
authonzed 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
2i
High Hazard Flood Area Inlet Hazard Area
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 authonzed It is unlawful to continue
work after permit expiration
For more information contact
4e &fi Nafi5
Local Permit Officer fir Town op
1-1-7
c�rr�llncLl 1�- �clslc^
Address
J�J 1 VY) I (J, NC Z
Phone Number
p,C K,11 ! iIA" 71`4 NIC
mAY2tAl2
Revised May 2010