HomeMy WebLinkAbout20160732 Ver 1_CAMA Application_20160728Coastal Management
ENVIRONMENTAL QUALITY
IT
July le, 2016
TO:
Chad Coburn
401 Wetlands
DWR-WiRO
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
secretary
BRAXTON DAVIS
Director
RECEIVEMCDENROR
JUL 2 8 2016
Water Quality Regional
Operations Section
Wilmington Regional Office
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD_ncdenr.gov
Fax: 395-3964 (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Frank Ward
Project Location: 33 Monroe St., adjacent to a manmade canal off the AIWW,
in Ocean Isle Beach, Brunswick County
Proposed Project: to construct approx. 50 linear feet of new vinyl bulkhead with
approx. 100 sq. ft. of coastal wetland fill
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by August 19, 2016. If you have any
questions regarding the proposed project, contact Sean Farrell at (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 DATED Ce -0 a -
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215
0, ,
N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date July 07, 2016
Name of Property Owner Applying for Permit:
Mr. Frank B. Ward
Mailing Address:
I certify that I have authorized (agent) ELIZABETH M NELSON, PE
to act on my
CAPE FEAR ENGINEER
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) PROPOSED BIJ1.KHEAD
at (my property located at) 33 Monroe St.. Ocean Isle Beach, NC 28469
This certification is valid thru (date) 12/31/16
'4✓\ 'J. W 1h '1 Z7 ZZO/4
Property Owner Signature
Date
l` 11f °pit', E'�_.,.: k'?{. � ... , i`i'•�
Environmental
Quality
July 26, 2016
Cape Fear Engineering
c/o Elizabeth Nelson
151 Poole Rd. Suite 100
Wilmington, NC 28451
Dear Ms. Nelson:
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secretary
BRAXTON DAVIS
Director
The Division of Coastal Management hereby acknowledges receipt of your application, acting as agent for Frank Ward, for State
approval for development of the property located at on 33 Monroe St. adjacent to a canal in the Town of Ocean Isle Beach,
Brunswick County. It was received complete on 07/15/16, and appears to be adequate for processing at this time. The projected
deadline for making a decision is 09/28/16. An additional 75 -day review period is provided by law when such time is necessary to
complete the review. If you have not been notified of a final action by the initial deadline stated above, you should consider the
review period extended. Under those circumstances, this letter will serve as your notice of an extended review. However, an
additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from July 15, 2016, you may request a meeting with the Director
of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will be held within
five working days from the receipt of your written request and shall include the property owner, developer, and project
designer/consultant.
NCGS 113A -119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you
will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should
post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would
be: Nailing the notice card to a telephone pole or tree along the road right-of-way fronting your property, or at a point along the
road right-of-way where a private road would lead one into your property. Failure to post this notice could result in an incomplete
application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or
Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of my field
report and/or comments from reviewing agencies.
Sincerely,
Sean Farrell
Field Representative
Enclosures
cc: Doug Huggett, DCM Tyler Crumbley, ACOE
Heather Coats, DCM Chad Coburn, DWR
Debra Wilson, DCM Keith Dycus, Town of Ocean Isle Beach LPO
Frank Ward, applicant
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215
appy
Mon
r1'It�\T()1.4,
AMA PERMIT
APPLIED FOR-
PROJECT-
a
■ vv vM■
ff
nstruct a new bulkhead, and fill
ff
Beach, Brunswick County
IN
M12
sle
COMMENTS ACCEPTED THROUGHAugust 19, 2016
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Frank Ward NC Div. of Coastal Management
5505 Whisper Creek Lane 127 Cardinal Dr. Extension
Wilmington, NC 28409 Wilmington, NC 28405
i i Sean Farrell, Field Representative
Agent: Elizabeth Nelson (910) 383-1044 x104 910-796-7424
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Frank Ward c/o Cape Fear Engineering
2. LOCATION OF PROJECT SITE: 33 Monroe St., adjacent to a manmade canal off the AIWW in Ocean Isle Beach,
Brunswick County.
Photo Index- 2006:2-6201, B-10 2000:2-21,X-16 1995:2-21,X-10
State Plane Coordinates - X: 2171720 Y: 51899
Lat: 33°89'13.46" N Long: 78°43'42.54" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 5/25/16
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 07/08/16, 07/15/16(complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan —Town of Ocean Isle Beach
Land Classification From LUP — Residential
(B) AEC(s) Involved: ES, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Municipal
Planned - None
(F) Type of Structures: Existing — Single-family residence with docking facility and bulkhead
Planned -50 linear feet of new bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DRFDGFD FILLED OTHER
(A) Vegetated Wetlands (Coastal)
High Marsh
Low marsh
100 sq. ft.
(B) Non -Vegetated Wetlands
Open Water
(C) Other
1,000 sq. ft.
Uplands
(disturbed)
(D) Total Area Disturbed: 1,100 sq. ft. (>0.01 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes construct approximately 50 linear feet of new vinyl bulkhead with
approximately 100 square feet of coastal wetland fill.
Frank Ward c/o Cape Fear Engineering
Page Two
9. PROJECT DESCRIPTION
The applicant's property is located at 33 Monroe Street, adjacent a man-made canal contiguous with
the AIWW in the Town of Ocean Isle Beach, Brunswick County. Directions from Highway 17 south of
Shallotte: Turn Left onto Ocean Isle Beach Rd. and travel approximately 3.6 miles and continue straight
onto Causeway Dr./ NC -904 for approximately 1.12 miles. Turn left onto E. 2nd St. and travel
approximately 0.21 miles. Turn left onto Monroe St. and travel approximately 0.7 miles. The project
site will be located on the left side of the street.
The project site is a canal front lot with approximately 50' of shoreline frontage. The elevation of the
high ground area of the lot averages approximately 5' above normal high water (NHW). High ground
vegetation consists primarily of lawn grasses, woody shrubs, and landscape vegetation. The shoreline
of the property has been stabilized with an existing timber bulkhead and the house structure is located
approximately 22'-23' landward of the existing bulkhead. There is also existing raised decking located
approximately 16' landward of the existing bulkhead, the stairs to which are located 12' landward of
the existing bulkhead. Coastal Wetlands are present water ward of the bulkhead, consisting primarily
of Smooth Cord Grass (Spartina alterniflora). The Coastal Wetlands are, on average, 17' in width as
measured from the bulkhead. Mean High Water (MHW) is located along the existing bulkhead for the
property. An existing docking facility extends from the center of the property off of the existing
bulkhead and consists of a fixed platform measuring approximately 5' in width by 8' in length. A ramp
measuring approximately 3' in width by 18' in length extends waterward from the existing fixed
platform to an existing floating platform measuring approximately 8' in width by 16' in length.
The adjacent shorelines have been stabilized with bulkheads. The property to the south stabilized with
an existing bulkhead that is aligned approximately 0.5' landward of the existing bulkhead on the
project site. The adjacent shoreline to the north has been stabilized with a bulkhead that is aligned
approximately 9' feet landward of the existing bulkhead on the project site. The MHW boundary on
the adjacent properties is located along the bulkheads with approximately 15'-20' of Smooth Cord
Grass present waterward of the bulkheads. Both of the adjacent properties to the north and south are
developed with single-family residences and docking facilities. No known archaeological sites are
within the project vicinity.
The Town of Ocean Isle Beach Land Use Plan classifies the adjacent waters as Conservation, and the
adjacent high ground portion of the project area as Residential. The waters of the AIWW are classified
SA by the Division of Water Resources and are NOT designated as a Primary Nursery Area (PNA) by the
N.C. Division of Marine Fisheries. They are CLOSED to the harvest of shellfish.
10. PROPOSED PROJECT:
The applicant proposes to install approximately 50 linear feet of new vinyl bulkhead with
approximately 100 square feet of coastal wetland fill. The bulkhead backfill would consist of
approximately 100 square feet of coastal wetlands, primarily Smooth Cord Grass (Spartina alterniflora).
Frank Ward c/o Cape Fear Engineering
Page Three
As proposed, the new vinyl bulkhead would be aligned an average of 2 feet water ward of the existing
bulkhead. As proposed, the bulkhead alignment would be approximately 2.5' waterward of the
adjacent property's bulkhead to the south and approximately 11' waterward of the adjacent properties
bulkhead to the north. The existing timber bulkhead would remain in place and the limits of
disturbance would be located approximately 20 feet landward of the proposed bulkhead alignment.
The applicant is proposing to install the tie -backs thru the existing wall to prevent land disturbance
associated with removal of the old wall. This method of construction would also aim to alleviate
threats to the existing porch and house structure which resides in close proximity relative to the
existing bulkhead wall.
11. ANTICIPATED IMPACTS
The proposed new bulkhead construction with associated backfill and tie back/anchor system would
result in the filling of approximately 100 square feet of Coastal Wetlands and Estuarine Waters Areas of
Environmental Concern. The bulkhead backfill would consist of approximately 100 square feet of
coastal wetlands, primarily Smooth Cord Grass (Spartina alterniflora), located below MHW in shallow
bottom area. The proposed bulkhead construction would result in the disturbance of approximately
1,000 square feet of high ground. Minor turbidity increase can be expected during the construction
process.
Submitted by: Sean C. Farrell Date: July 26, 2016 Office: Wilmington
DESIGN NARRATIVE
1. EXISTING CONDITIONS:
The 33 Monroe St. site is a 5860 square foot lot located at Ocean Isle Beach in Brunswick
County. The site is located on a manmade canal stemming from the Atlantic Intracoastal
Waterway. There is existing bulkhead, dock, and single family residence on the lot. The
existing bulkhead is within 12 feet from the closest structure, stairs leading up to a raised
deck, and less than 24 feet from the house envelope. The mean high water line is located
at the bulkhead for the entire property. The bulkhead is approximately 4.5 to 5.5 feet above
the adjacent substrate. Both adjacent property lots are developed as single family
residential. The elevation of the property ranges from 4 feet to 6 feet NAVD88.
The project is located in a VE -17 High Hazard Flood Area.
The existing wooden bulkhead at this location has begun to deteriorate and requires to be
replaced in order to maintain shoreline stabilization.
2. PROPOSED DEVELOPMENT:
The existing shoreline stabilization at 33 Monroe St. is proposed to be replaced waterward
of the existing bulkhead, ranging from 1-2 feet connecting to the two adjacent property
bulkheads. The existing bulkhead will remain, and tie -backs will be installed through this
existing wall. The top of the existing bulkhead may be lowered upon completion of
construction of new wall. Additional fill may be placed on top of existing wall so that the
wall may be vegetated over. Material from the Ike Williamson permitted sand mine on
Hale Swamp Road is expected to be required for fill material in addition to the existing
material. The bulkhead will be constructed structurally tight to keep material on site. The
purpose of the proposed bulkhead is to protect and stabilize the shore, because the existing
bulkhead is no longer stabilizing the embankment. Constructing the proposed bulkhead in
front of the existing bulkhead, is to prevent failure of the existing bulkhead during
construction, and potential contamination of the adjacent wetlands. Constructing the
proposed bulkhead in front of the existing bulkhead, is also to prevent possible threat to
the foundation of the house because of the existing bulkhead's close proximity to the
existing bulkhead.
1110 OF4
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Business Name
Project Name (if applicable)
Cape Fear Engineering
Applicant 1: First Name
Frank
MI
B
Last Name
Ward
MI
Last Name
Applicant 2: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
Mailing Address
5505 Whisper Creek Lane
PO Box
City
Wilmington
151 Poole Rd Suite 100
State
NC
ZIP
28409
Country
USA
Phone No.
-
- ext.
FAX No.
N/A - -
Street Address (if different from above)
33 Monroe St.
City
Ocean Isle Beach
State
NC
ZIP
28469 -
Email
FAX No.
Contractor #
2. AgenbContractor Information
Business Name
Cape Fear Engineering
Agent/ Contractor 1: First Name
MI
Last Name
Elizabeth
M
Nelson
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
151 Poole Rd Suite 100
Belville
NC
ZIP
Phone No. 1
Phone No. 2
28451
910 - 383 - 1044 ext.
ext.
FAX No.
Contractor #
910 383 1045
Street Address (if different from above)
City
State
ZIP
Email
elizabeth.nelson@capefearengineering.com
<Form continues on back>
Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
33 Monroe St.
c.
Subdivision Name
City
State
Zip
N/A
Ocean Isle Beach
NC
28469 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
N/A, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
Manmade Canal
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 Intercoastal Waterway
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.
Ocean Isle Residental District, 0I -R-1
Town of Ocean Isle Beach
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
50 LF
5860
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
5.0 ®NHW or ❑NWL
e.
Vegetation on tract
Upland Grass and Coastal Marsh Grass
f.
Man-made features and uses now on tract
Single Family Residental, Bulkhead, and Docking Facility
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Single Family Residental
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Ocean Isle Residental District, 0I -R-1
(Attach zoning compliance certificate, if applicable)
®Yes []No [INA
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?
<Form continues on next page>
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? []Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Sewer
o. Describe existing drinking water supply source.
Municipal Water
p. Describe existing storm water management or treatment systems.
Stormwater Sheet Flows
5. Activities and knpacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Residental use 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.
Bulkhead will be constructed structurally tight before fill material is placed. Mini excavator will be used for construction. All
equipment will be stored on site.
d. List all development activities you propose.
Construction of new bulkhead in front of existing bulkhead. Existing bulkhead to remain.
e. Are the proposed activities maintenance of an existing project, new work, or both?
Both
f. What is the approximate total disturbed land area resulting from the proposed project?
125 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area
❑Yes ®No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Stormwater will sheet flow
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 [INA
If yes, attach a mitigation proposal.
,E ^1=
<Form continues on back>
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net
Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. AdaMonallnfonnadon
In addition to this caampieted application form, (MP 1) the following items below, if Wpkable, must be subnWkid in Please consult for
pwksge to be cornpigille. items (a) — (t) are always appkable to any major claw ailment appficadon•
insbuchon booklet on how to property pn*am 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 Loyd J Montgomery Phone No.
Address 35 Monroe St. Ocean Isle Beach, NC/409 Southwick Dr., Fayetteville, NC
Name Kevin Dempsey Phone No.
Address 31 Monroe St. Ocean Isle Beach, NC
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
General permit for bulkhead and boat ramps NOI filed with NCDENR
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. 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.
�CwtEcat%on and P@lf anion to Fidw 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 �O:/ Print Name C&t qAk h
Signature Please indicate indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culvtfsr __'
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net
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. EXCAVAT;iEilllt MTh is section no` dpi caw
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.
[]CW ❑SAV ❑SB
OWL []None
(ii) Describe the purpose of the excavation in these areas:
2 WW Ma OF SCCi.`J4VAnM M/ TE iAL HTUS SOCE07 1W 8�pic IB
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?
❑Yes ❑No ❑NA ❑Yes []No [INA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (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?
❑Yes ❑No [INA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net revised: 12/26/06
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
1
Depth
1. EXCAVAT;iEilllt MTh is section no` dpi caw
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.
[]CW ❑SAV ❑SB
OWL []None
(ii) Describe the purpose of the excavation in these areas:
2 WW Ma OF SCCi.`J4VAnM M/ TE iAL HTUS SOCE07 1W 8�pic IB
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?
❑Yes ❑No ❑NA ❑Yes []No [INA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (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?
❑Yes ❑No [INA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net revised: 12/26/06
Form` DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHOPSUME STABUZATION [I This section not apprkabk
(gd6v elapmenr is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL: 2.0'
e. Type of stabilization material:
Vinyl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 100 Riprap 0
Breakwater/Sill 0 Other 0
i. Source of fill material.
Ike Williamson's sand mine on Hale Swamp Road
b. Length: 50'
Width: 1'
d. Maximum distance waterward of NHW or NWL: 2.0'
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
N/A
h. Type of fill material.
Clean sand / dirt
4. OTI ER FULL ACTIM YES ®This section not Wpllicabk
(&du&V W orefir►e Win)
a. (i) Will fill material be brouqht to the site? []Yes []No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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
(ii) Describe the purpose of the fill in these areas:
& GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Bulkhead to be constructed structurally tight, before backfilling mini -excavator
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
n/a
July 07, 2015
0
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
n/a
Frank Ward - Elizabeth Nelson - Agent
Applicant Name
33 Monroe St Q11 1
r ,r_
Signature -
Project Narne
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06
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