20171037 Ver 1_CAMA Application_20170817

Coastal Management
ENVIRONMENTAL QUALITY
August 16, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
2 0 1 7 1 0 3 7
Karen Higgins
Division of Water Resources
Gregg Bodnar
Major Permits Processing Coordinator
ROY COOPER
('overnor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
lYtrector
ReCE/VED
AUG 17 2811
ENR -LAND t
ST 0RMwATER UA r NG
CAMA/DREDGE & FILL Permit Application Review
William Hamlin, III
Carteret County, at 122 Hoop Pole Creek Drive, along Bogue Sound, Atlantic
Beach,
Proposes pier extension with a fixed platform for the existing 2 -slip docking
facility, 3 slip additions, finger pier, boatlifts, and five mooring pilings.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
September 5, 2017. If you have any questions regarding the proposed project, please contact Heather
Styron, Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting
data is -requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
252 808 2808

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: William Hamlin III c/o Arendell Engineers.
2. LOCATION OF PROJECT SITE: 122 Hoop Pole Creek Drive along Bogue Sound, in
Atlantic Beach, Carteret County.
Photo Index - 2006: 40-8084 grids V-11&12
Longitude: 34°42'10.27 Latitude: 76°46'20.35
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/7/17
Was Applicant Present — No
Photos Taken — No
5. PROCESSING PROCEDURE: Application Received:
Officially Submitted: 6/23/17
Complete — 7/26/17
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Atlantic Beach- Certified 7/24/2008
Land Classification from LUP — Single Family Residential/Conservation
(B) AEC(s) Involved: EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Onsite Septic System
Planned - None
(F) Type of Structures: Existing — House, driveway, 2 -slip pier and platform,
bulkhead
Planned -the addition of pier extension with fixed platform,
3 new slips, finger pier and 5 mooring pilings along Bogue
Sound.
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water (not over SAV)
N/A
N/A
1,505 ft2 Shaded
1,805ft2 Inc.
(B) Open water (over SAV)
N/A
N/A
1,116 ft2
Shaded/Inc
(D) Total Area Disturbed 2,921 ft2
(E) Primary Nursery Area: No
(F) Water Classification: HQW/SA Open: Yes
8. Project Sumniga:
The proposed project is for a pier extension with a fixed platform for the existing 2 -slip
docking facility, 3 slip additions, finger pier, boatlifts and five mooring pilings in

Field Investigation Report
William Hamlin III
122 Hoop Pole Creek Drive
Page 2 of 3
Bogue Sound.
9. Narrative Description:
The William Hamlin III project is located at 122 Hoop Pole Creek Drive within Atlantic
Beach, Carteret County. The site is found by following Highway 70 East (Arendell St.) to
the Atlantic Beach Bridge ramp. Continue over the Atlantic Beach bring along the Atlantic
Beach Causeway until you reach the 4 -way stoplight. Turn right (west) at the light and
continue for approximately 11,700' (2.2 miles) until you reach Lee Drive (Dollar General
at the corner). Turn right onto Lee Drive and continue until you reach Hoop Pole Creek
Drive. Turn right and follow the road for approximately 1,541'. The property will be
located on the left.
The residential property is .37 acres (16,030sf) in its entirety and 4'-10' above nhw. Bogue
Sound runs along the north side of the property. The upland vegetation mainly consists of
lawn grasses, shrubs, and a few trees. There is a 86' x 6l'section of coastal wetlands along the
90.5'of shoreline on Bogue Sound. The waters of Bogue Sound have approximately 2.5'to 3'
lunar tidal amplitude.
The Division of Water Resources classifies this area as HQW/SA Waters. This area of Bogue
Sound is not designated as a Primary Nursery Area and is open to the taking of shellfish. The
Town of Atlantic Beach Land Use Plan classifies this area as Single-family Residential with
Conservation within the AECs. According to Google Earth spacial data, there is a historical
channel approximately 610' from the marsh edge and would be located approximately l'-2'
waterward (south) of the proposed pier, pier platform, slips, finger pier and mooring pilings.
Water depths within this project location are-2'nlw/mlw to-2.8nlw/mlw, depending on
location, with connecting water depths of -3' plus nlw/mlw. The bottom substrate is sand.
Bogue Sound is approximately 7,700feet (1.46 miles) wide at this location.
10) Proposed Development:
Due to the shallow water depths (less than -2'nlw) over SAV habitat and the location of
the existing pier (266' from mhw/nhw) the applicant proposes to add a pier extension with
a fixed platform, three new slips, two boatlifts, one finger pier and 5 mooring pilings.
There is a 2 -slip existing pier with two platforms, one boatlift and tie piling that the
proposed development would extend from. The existing docking facility extends
waterward 230' from the edge of marsh with the proposed pier extension (includes
platform, finger pier, boatlifts and tie pilings) extending a total of 608' from the marsh
edge and 638' from mean high water/normal high water. The total length of the existing
components as well as the proposed development would not exceed a maximum of 608'
from the edge of marsh. Due to the shallow water depths and SAV habitat along the
existing pier, platform and slip areas, the applicant proposes for the construction of an
additional 6' x 377' pier extension from the waterward edge of the exiasting pier and
platform, a 15' x 20' fixed platform, a 4' x 20' finger pier, two 15' x 20' boatlifts and five
mooring pilings. The area from the waterward edge of the existing platform has

Field Investigation Report
William Hamlin III
122 Hoop Pole Creek Drive
Page 3 of 3
approximately 270' of SAV habitat and deeper water depths (>-2'nlw) occurring at
approximately 570' waterward (north) from the marsh edge.
The pier, platforms, slips and mooring pilings would need to be located 674' from the high
ground (bulkhead) in order to achieve the depths to span the shallow SAV habitat, 638'
from normal high water and 608'from the marsh edge. The water depths from 400' to 500'
would not meet the required rate of l' of fall due to the SAV shoal, However from 500' to
600' it would meet the rate of fall criteria and provide deeper water depths (>2' nlw) over
the SAV habitat. The proposal is to add a 6' x 377' pier extension that would intersect a 4'
x 20' finger pier and a 15' x 20' fixed platform. There would be two boatlifts within two of
the prosed slips and a total of five mooring pilings that would delineate a third wetslip area
along the southwest side of the proposed finger pier. The most waterward portion of the
platform and mooring pilings would not exceed a maximum distance of 608' from the edge
of marsh. All parts of the docking facility would be landward 1'-2' of the historic channel
and a distance of 30' from the western riparian access line and 15' from the eastern
riparian access line. The water depths within the slip areas for the proposed dock addition
are -2.07 to 2.5' nlw/mlw with connecting water depths of -3' plus nlw/mlw. There are
piers along the shoreline to west of this property that extend a maximum of 585' from the
marsh edge. The proposed dock extension would extend 23' farther than the existing pier
head length along this shoreline.
11. Anticipated Impacts:
The proposed dock would shade and incorporate 1,116 ft' of shallow bottom SAV habitat,
shade 1505ft2 and incorporate 1805 ft' of open water (non -SAV). The development would
increase the total number of slips from two (existing) to five. The proposed placement of
the pier addition, platforms and mooring pilings would reduce potential prop scarring and
incidental prop dredging of the existing SAV habitat. The deeper water depths (>-2'nlw)
within the proposed pier location and the shorter distance that the applicants would need to
traverse to reach the deeper water has the potential to help preserve and re-establish the
SAV habitat closer inland. The increase in suspended sediment and turbidity levels from
the pier placement would be temporary, occur while the pier placement is taking place and
should be minimal given the bottom composition. The location of the proposed docking
facility should not be a hindrance to navigation due to the fact all portions would be
located landward of the historical channel (1'-2') however the proposed length would
extend 23' farther waterward than the adjacent piers along the same shoreline and not be in
the same pier head alignment.
Name: Heather A Styron Date: 8/16/17 Office: Morehead City

ARENDELL
IN p ERE
105 North 10th Street
Morehead City, North Carolina 28557
[phone]
N. C. Certification No. C-1509
July 26, 2017
Mr. Heather Styron
N.C. Division of Coastal Management
Morehead City Regional Office
400 Commerce Ave.
Morehead City, NC 28557
Re: Major C4M,4 Permit Application
Pier Extension, 122 Hoop Pole Creek Drive (17032)
Atlantic Beach, Carteret County, NC
Dear Ms. Styron:
Please find attached revised permit application documents and drawings as you requested in our meeting
on July 7, 2017. The following revisions are included:
• Revised drawings 02 and 03 to show lengths of existing and proposed piers on drawings
measured form mean high water line.
• Provide a table of platform areas (drawing 03) including new and proposed structures.
• Provide a drawing (drawing 02-A) with an aerial photo background showing location of piers on
adjacent properties.
• Show slip numbers on drawings (drawings 02, 02-A, and 03).
• Show location of shoal hazard to navigation on drawings (drawings 02 and 03).
• Provide a purpose and need statement in the Narrative justifying extension of the pier beyond 400
feet.
• Describe existing and proposed pier lengths and platform areas in detail in the Narrative.
• Revised form DCM MP -4, 1. g. to show correct number of existing and proposed boat slips.
Thank -you for processing this permit application at your earliest convenience.
Please call me if you have any questions or need additional information.
Sincerely,
ARENDELL ENGINEERS
aures W. Forman, Jr., P .
President
Attachments
CC: Williams F. Hamlin
P�f
,Z
�a 1i L;,� -d 'i

RESIDENTIAL PIER EXTENSION
122 HOOP POLE CREEK DRIVE
ATLANTIC BEACH, CARTERET COUNTY, NORTH CAROLINA
MAJOR CAMA PERMIT APPLICATION
PROJECT NARRATIVE
JUNE 23, 2017
Rev. JULY 25, 2017
INTRODUCTION
The property owner/applicant, William F. Hamlin III, proposes to construct an extension of an existing
timber pier that extends to deep water. Water depths at the boat lift and wet slip render the slips not
usable during much of the normal tidal cycle.
A major CAMA permit is requested for the pier improvements including the pier extension and addition
of two additional boat lifts and one additional wet slip and a pier extension of some 372 linear feet, 6 feet
wide.
PROJECT LOCATION
The project location is shown on the attached Project Location Map (sheet 1). The site can be reached
from Morehead City by crossing the Atlantic Beach/Morehead City Bridge over Bogue Sound, turning
right onto West Fort Macon Road (NC Hwy 58), proceeding approximately 2.3 miles to Lee Drive,
turning right and proceeding approximately 0.2 miles, turning right and proceeding 0.3 miles to the
Hamlin Residence on the left at 122 Hoop Pole Creek Drive.
SITE DESCRIPTION
The site is a residential lot of approximately 0.38 acres on Bogue Sound at Hoop Pole Creek with
approximately 90.5 feet of waterfront. The site is fronted on the water by a bulkhead behind coastal
marsh with shallow water, less than 3 feet at mean tide, out some 300 feet from the shoreline. There are
SAV on the bottoms out to about 3 feet of water. A naturally occurring channel is located some 650 feet
from the shoreline with depths in excess of 6 feet oriented approximately parallel to the shoreline.
There are several existing piers on adjacent properties. Piers on adjacent properties are shown on
drawings 02 and the aerial photograph on 02-A. There is an existing pier some 350 feet west of the site
that extends to deep water at the edge of the channel.
PROJECT DESCRIPTION
Existing Structures. The existing pier extends 266 feet from the approximate mean high water line
(NIHW), is 5 feet wide and includes two platforms, one of 64 s.f. (8'x 8'), one at the end of the pier of 210
s.f. (14'x15'), a 60 s.f. finger pier (3'x20'), a boat lift and a wet slip with 4 mooring piles. There is a total
of 2 existing boat slips. It is proposed that all of the existing structures will remain.
Proposed Structures.The proposed improvements include a pier extension of 373 11. measured from the
end of the existing pier (sta. 2+95), 6 feet wide with two new boat lifts, an 80 s.f. finger pier (4'x 20') and
a new 300 s.f. platform (15'x 20') at the end of the pier. Total length of the pier measued from the mean
high water line is 638.7 feet. Note that the pier stationing shown on the drawings is measured from the
bulkhead.rl
JUL 2 6 2017
DCM- MHD CITY

PROJECT NARRATIVE June 23, 2017, Rev. July 25, 2017
Major CAMA Permit Application Page 2 of 2
Residential Pier Extension, 122 Hoop Pole Creek Drive
Atlantic Beach, Carteret County, North Carolina
Pier and platforms will be of timber construction with either a pre -cast concrete marine slat or timber
decks. Total area of platforms including existing will be 714 s.f.
Platform Areas. Based on 15A NCAC 07H .0208 (6) (B) which allows 8 square feet of platform area for
each linear foot of shoreline, the proposed piers and platforms provide 734 sqare feet of platform area
including 334 square feet of existing platforms and an additional 380 square feet as part of the pier
extension. The platform areas do not include areas of the 5 and 6 foot walkways adjacent to each
platform.
Purpose and Need. The purpose of this project is to provide access to deep water in the un -named
channel which runs parallel to the shoreline approximatley 650 feet from shore. The additional pier
length over 400 feet is necessary to bridge over a shoal area located between station 4+00 and 5+50 that
has shallow water and fairly dense growth of SAV's. The shoal represents a hazard to navigation. The
SAV's are growing on the bottom out to station 5+50. The new pier will extend to deep water at the edge
of the natural slough that runs approximatley parallel to the shoreline (see drawing 03).
EROSION AND SEDIMENTATION CONTROL
No upland construction or disturbance of upland areas is proposed as part of this project.
STORMWATER MANAGEMENT
There is no construction of impervious area proposed as part of this project.
METHODS OF CONSTRUCTION
Construction of the pier, platforms, and boatlifts will be by conventional marine construction methods
with piles driven by jetting and driving from a floating barge.
PROJECT SCHEDULE
Construction will begin upon receipt of an approved Major CAMA permit. Completion is expected
before the end of year 2017
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
The Regulatory Reform Act of 2011 (SB 78 1) was passed by the North Carolina Legislature in July 2011.
This bill eliminates the requirement for an environmental assessment (EA) for any project requiring a
Major CAMA permit. Therefore, the proposed project is not subject to N.C. Environmental Policy Act
Review.
ADJACENT RIPARIAN PROPERTY OWNERS
Letters notifying adjacent property owners of the Hamlin Property of the pending CAMA Permit have
been sent by certified mail with a copy of the application documents. Certified mail receipt green cards
are included with this submittal. Copies of the letters are attached.
Elizabeth A. Bullock
1134 Dutchville Drive
Creedmoor, NC 27522
Albert E. Wadsworth
P. 0. Box 3061
Atlantic Beach, NC 28512
JUL 26 2017
10CM- M D CITY

DO NP -1
NFLICATION for
Mehr Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1, Primary Applicant) Landowner Information
Business Name
N/A
Project Name (if applicable)
Residential Pier Extension 122 Hoop Pole Creek Dr.
Applicant 1: First Name
William
MI
F
Last Name
Hamlin III
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
350 Fernwood Drive
PO Box
City
Raleigh
State
NC
ZIP
27612
Country
USA
Phone No.
919 — 612 - 8232 ext.
FAX No.
N/A - -
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2, Agent/Contractor Information
Business Name
Arendell Engineers
Agent/ Contractor 1: First Name
MI
Last Name
James
W
Forman, Jr., P.E.
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1004 Arendell St
Morehead City
NC
ZIP
Phone No. 1
Phone No. 2
28557-4143
252 - 622 - 4338
ext.
252 - 259 - 7224 ext.
FAX No.
Contractor #
252 622 4505
N/A
Street Address (if different from above)
City
State
ZIP
N/A
N/A
N/A
N/A -
Email
N/A
<Form continues on back> R E , IV
JUN 2 3 2017
252-808-2808 :. 1-888-4RCOAST -: www.nccoastaImanagernent.net
Dr.M- MHD CITY

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
122 Hoop Pole Creek Dr
N/A
Subdivision Name
City
State
Zip
Atlantic Beach
NC
28512 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
919 - 612 - 8232 ext.
120, 1 1 1
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Hoop Pole Creek
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 E]Manmade DUnknown
Bogue Sound,
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes nNo
work falls within.
Town of Atlantic Beach
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
90.5 ft.
16030
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)
4 to 10 ft EINHW or UNWL
e.
Vegetation on tract
Maritime forest, coastal wetlands
f.
Man-made features and uses now on tract
1536 s.f. residence, 512 s.f. of uncovered deck, 5 ft wide timber pier approx. 295 linear feet long, with a near shore platform
64 s.f., a finger pier of 60 s.f., an the end platform of 210 s.f., an electric boat lift and a wet boat slip with 4 mooring/fender
piles.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
The lot west of the site, 124 Hoop Pole Creek Dr, is developed with a single family dwelling. The lot east of the site, 120
Hoop Pole Creek Dr., is undeveloped.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R1-7
(Attach zoning compliance certificate, if applicable)
®Yes E]No EINA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? E]Yes ®No
lk.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. 0Yes ®No EINA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a nYes ®No EINA
National Register listed or eligible property?
<Form continues on next page>
I I -
252-8®8-2808 :01J N

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.
Onsite septic tank and subsurface disposal
o. Describe existing drinking water supply source.
Town of Atlantic Beach water system
p. Describe existing storm water management or treatment systems.
Sheet flow with no BMP's (SCM's) on the site.
5. Activities an Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The improvements include extension of the residential pier and boat lift for sole use by the propoerty owner.
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.
Pier will be constructed using conventional marine construction methods including barge mounted pile driving equipment.
d. List all development activities you propose.
Construction of an extension of the pier for an additionalal 372 linear feet, 6 ft wide, with a new 280 s.f. platform on the end
of the pier, 2 new boat lifts for 25 foot boats, and a finger pier 4 feet wide and 20 feet long. Pier will be of timber construction
with either a pre -cast concrete marine slat or timber deck. Total area of platforms including existing will be 714 s.f.
e. Are the proposed activities maintenance of an existing project, new work, or both? Extension of an existing project.
f. What is the approximate total disturbed land area resulting from the proposed project? 0.0 ®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.
No discharges other than incidental discharges of potable water or accidental discharges of fuel are anticipated.
i. Will wastewater or stormwater be discharged into a wetland? []Yes ®No [INA
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 proposal.
<Form continues on back> RECEIVED
JUN 2 3 2037
252-808-28'08 1-888-4RC®AST .: www.nccoastaimanagement.net
DC- HE CITY

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (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 Elizabeth A Bullock Phone No.
Address 1134 Dutchville Dr., Creedmoor, NC 27522
Name Albert E. Wadsworth Phone No.
Address 124 Hoop Pole Creek Dr., P. O. Box 3061, Atlantic Beach, NC 28512
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.
Unknown
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.
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 c ify that the information provided in this applicatiVV,hful to t be t of my knowledge.
Date kk�-- Z�Z�1 Print Name ',`"`"`"`' " `-=—
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP -4 Structures Information
k,, -;E VE
JUN 2 3 7
252-808-2808 .. .. v<reivw.nCC00sta91rna"aUJGQM4J-NHS" CITY

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
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. DOCKING FACILITY/MARINA CHARACTERISTICS
❑This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government EPrivate/Community ❑Yes ENo
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? EYes []No
(ii) Number 1 If yes:
(iii) Length Ex. 295 L.F. 5 ft. wide. new 377 L.F. 6 ft. wide (ii) Number 1 ex. 1 new
(iv) Width (iii) Length 20 ft
(v) Floating ❑Yes ENo (iv) Width Ex. 3 ft, new 4 ft. wide
(v) Floating ❑Yes ENo
e. (i) Are Platforms included? EYes ❑No
If yes:
(ii) Number 2
(iii) Length Ex. 15', New 20'
(iv) Width Ex 14'. New 15'
(v) Floating ❑Yes ENo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h.
2 new lift slips, 1 new wetslip proposed, total 3 new slips
proposed
(ii) Number of slips existing
2_sllps existing, one lift and one wet slip
I. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
EOpen water; no dredging required
[]Other; please describe:
k. Typical boat length: 25
m. (i) Will the facility have tie pilings?
EYes [--]No
(ii) If yes number of tie pilings?
4 Ex, 5 New Pilings
(i) Are Boatlifts included? EYes []No
If yes:
(ii) Number 1 ex, 2 new
(iii) Length 20 ft
(iv) Width 15 ft
Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
E Dockage ("wet slips") only, number of slips: 2 wet slips
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
E Other, please describe:
3 boat lift slips
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
runabout up to 25 feet
I. (i) Will the facility be open to the general public?
❑Yes ®No DECEIVED
JUL 2 6 2017
DCM- MHD CIT
252-,30,5-28®8:: I-38e-4RC0As7:, wvsjw.nccoasL?mo uanagoinent.ne2 rrsviised: 12/27/06

2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project
El Office Toilets Y.00,
❑ Toilets for patrons; Number; ;Location: N/A�-
❑ Showers Ath
❑ Boatholding tank pumpout; Give type and location: N/A
b. Describe treatment type and disposal location for all sanitary wastewater
IN
C. Describe the disposal of solid waste, fish offal and trash.
. l,
N/a
d. How will overboard
N/A z :
large of sewage from boats be con
? 6
e. (i) Give the location and number of No Sewage Discharge' signs proposed��
N/A
M
M-1 -
(ii) Give the location and number of"Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
j. What will be the marina policy on overnight and live -aboard dockage?� t,
N/A
k. Describe design measures that promote boat basin flushing?
N/A
3
I. If this project is an expansion of an existing marina, what types of services are currently provided? 3 a -¢ r .
m. Is the marina/docking facility proposed within a primary or secondary nursery area? R E IV D
❑Yes ®No �Y,r
v+s�,vs�v.�a�ca�e•tala�aa�aa��e�•a�r�•kacae,4 it
r

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
®Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to 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 Approx. 500 s.f. beneath proposed pier MSB
❑WL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
REUCMVED
JUN 2 ° Z017
252-8'38-2808 :: 11-688-4RCOASP reviised: 12/27/06

Form ®C lMi' MF -4 (Strutt im-es, Page 4 07 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
30 feet to west, 18 feet to east property lines. 140 ft. to pier west & 130 ft+/- to pier east of site
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Greater than 7.500 ft.
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
4ft NWL
MIM
252-808-2808:: 1-888-4RCOtAST :: wavw,nccaastalmanaggment net revised: 12/27/08

2'" 0 TIMBER BOLTS 8L NUTS
a DRILL, WASHER AT BOTTOM
4"x10"W/(2)'"0
TIMBER BOLTS, TYP.
VARIES
VARIES
2" x 8" BRACING
WHERE BENT CAP
HEIGHT ABOVE
BOTTOM EXCEEDS 6'
10' PENETRATION
MIN.
TIMBER PILES
6' t
4"x 10"x 8' TIMBER PILES 4"x 10"TRTD TIMBER
BENT CAP
2-2'2"X8'
CONC.DECK
SLATS a GALV. BOLTS (2), WASHERS 4" x 10"M FLAT
8.0
BOTH SIDES, TYP.
PC MARINE SLAT 1"
4" X 12" ROUGH CUT TRTD BENT CAP (2) 2'x 8' 2 0 GALV. TIMBER BOLT TYP.
7\
® Itl tl II II tl U II III
® Itl tl tl II B tl II II1
0 0 0
0 0 0 0
11
'"0 TIMBER BOLTS
lei
4" GALV. BOLTS (2), WASHERS
6.0' —`ate—
in! i8i
BOTH SIDES, TYP. -fit
-�et-
01 1
EXISTING BOTTOM 101 ioAl°
v
(2)i " TIMBER BOLTS 2" TIMBER BOLT TYP.
NUT & WASHER AT BOTTOM
(2) 314" 0 GALV. BOLTS (2)
WASHERS AT BOTH
ENDS, TYP
ROUND TIMBER MARINE PILES PLAN - MARINE SLAT PIER, TYPICAL 8' SPAN
WITH MIN 8" TIP DIA. SCALE = 3" =1'
I.A.W. ASTM D25
ELEVATION
SCALE = 3" =1'
NO. DESCRIPTION
BY
DATE
1 DCM REVISIONS
JWF
7125117
DATE
07/25/2017
DRAWN 9Y:
JJW
04
APPROVED BY:
JWF
PR°''ECTr 17032
AARENDELL
ENGIN ELR
1004 ARENDELL STREET
MOREHEAD CIN, NC 28557
PHONE: [phone]
FAX: [phone]
www.amndeliengineers.com
N.C. Certification No. C-1509
JUL 2 6 2017
NOTES: D C - MHD CITY
1. ALL TIMBER SHALL BE SO. YELLOW PINE DENSE NO.1 TREATED
4" x 10" BENT CAPS TREATED 2.5 PCF CCA
THESE DRAWINGS ARE ISSUED FOR THE PURPOSE OF 4"x 10" DECK CURBS TREATED 0.6 PCF CCA
OBTAINING PERMITS AND ARE NOT TO BE USED FOR 2. PILES SHALL BE SO. YELLOW PINE MARINE PILES TREATED 2.5 PCF CCA
CONSTRUCTION 3. BOLTS AND HARDWARE SHALL BE HOT DIP GALVANIZED ASTM A306A STEEL, NUTS, &
WASHER SHALL BE GALVANIZED
4. WOOD TREATMENT SHALL MEET REQUIREMENTS OF AWPA C2, C18.
CLIENT..
JANE & WILLIAM F. HAMLIN III
3500 FERNWOOD DR.
RALEIGH, NC 27612
PROJECT..-
RESIDENTIAL PIER EXTENSION
122 HOOP POLE CREEK DR.
ATLANTIC BEACH, NC
DRAWING TITLE-
PIER
ITLE
PIER SECTION
SCALE:
SHEET*
N.T.S.
DATE
07/25/2017
DRAWN 9Y:
JJW
04
APPROVED BY:
JWF
PR°''ECTr 17032

- - -- -
NIF ALBERT WADSWORTH
i
,
PLATFORM AREA
SUMMARY
#124 i
EXISTING PLATFORMS
8'x8'
-64 S.F.
FINGER DOCK 3' x 20'
- 60 S.F. NORTH I
IE & WILLIAM
END PLATFORM 14 x 15
- 210 S.F.
I
PROPOSED PLATFORMS
BOGUE SOUND
ORE INE
SHORELINE
FINGER PIER 4' x 20'
- 80 S.F.
APPROXIMATE MHW LINE EL. 1.17 JJ LINE
END PLATFORM 15' x 20'
TOTAL PLATFORM AREA
ALLOWED AREA (90 L.F. OF
- 300 S.F. 1
- 714 S.F. NEW BOAT LIFT
SHORELINE x 8 L.F.) - 720 S.F. FINGER PIER W 4 PILES
— —
(4' x 20'), 80 S.F. NEW PLATFORM
--.—— -- -- -- -- -- -- ----.--•— (18x20'),300 S.F.
SHOAL AREA NEW BOAT SLIP
EXISTING PLATFORM (15'x 14') END OF EXISTING Al SAV,S Wl4 MOORING PILES I _
TO REMAIN 210 S.F. PIER, STA 2 + 95 ® STA. 6 + 67.31
5.0' ,., 1� 4.� © 2151 �� EX. NATURAL
-0.7e •1.55 4207 •185 + 1 -1.84 .1 1 ( X 1 �•� 182 CM Ix x X
x x
a CHANNEL
uBlel 49 -0 -1.5 -12 87 -2.08 -4.51 -281 -251 485
NIF ELIZABETH BULLOCK i EX. PLATFORM
(8' x 8) 64 S.F.
#120 i C TO REMAIN
EXISTING I APPROX EDGE
BULKHEAD I OF MARSH
,
,
— -- -- -- -- -- -- — _ NEW BOAT LIFT
638.r - - - - - - - -
-------- W14PILES ----
EX. WET SLIP J
EX. FINGER PIER
( 3' x 2D), 60 S.F. EXISTING BOAT BOGUE SOUND
TO REMAIN LIFT SLIP (1)
PLAN VIEW
— -- -- -- -- -- -- -- -- -- -- -- -- -- ---- —-- -- -- -- -- -- -- -- -- ---- —SCALE
--SCALE =1" = 50' -- --.-- -- -- -- -- -- -- -- -- -- ---- —
rn rn
APPROX.EDGEOF �I
DEEP WATER
NO. DESCRIPTION BY DATE
1 DCM REVISIONS JWF 7125117
ARENDELL
'ENGINEERS
1004 ARENDELL STREET
MOREHEAD CITY, NC 28557
PHONE: [phone]
FAX: [phone]
www.areadellengineers.com
N.C. Certification No. C-1509
CLIENT
JANE & WILLIAM F. HAMLIN III
3500 FERNWOOD DR,
RALEIGH, NC 27612
PROJECT.-
RESIDENTIAL
ROJECT:RESIDENTIAL PIER EXTENSION
122 HOOP POLE CREEK DR.
ATLANTIC BEACH, NC
DRAWING TITLE:
IMPROVEMENT PLAN
BOGUE SOUND
-1.31 BOTTOM ELEV.
RELATIVE TO NAVD 88
20' x 15' BOAT LIFT
MHW, 1.17
saw
8
ti
SOUND BOTTOM
scA,t
N.T.S.
DATE:
07/2512017
DRAWN BY:
JJW
APPROVED BY:
JWF
PROJECT# 17032
03
,
IE & WILLIAM
EL. 4.83
OLIN III
#122
,
lo0
,
SHORELINE x 8 L.F.) - 720 S.F. FINGER PIER W 4 PILES
— —
(4' x 20'), 80 S.F. NEW PLATFORM
--.—— -- -- -- -- -- -- ----.--•— (18x20'),300 S.F.
SHOAL AREA NEW BOAT SLIP
EXISTING PLATFORM (15'x 14') END OF EXISTING Al SAV,S Wl4 MOORING PILES I _
TO REMAIN 210 S.F. PIER, STA 2 + 95 ® STA. 6 + 67.31
5.0' ,., 1� 4.� © 2151 �� EX. NATURAL
-0.7e •1.55 4207 •185 + 1 -1.84 .1 1 ( X 1 �•� 182 CM Ix x X
x x
a CHANNEL
uBlel 49 -0 -1.5 -12 87 -2.08 -4.51 -281 -251 485
NIF ELIZABETH BULLOCK i EX. PLATFORM
(8' x 8) 64 S.F.
#120 i C TO REMAIN
EXISTING I APPROX EDGE
BULKHEAD I OF MARSH
,
,
— -- -- -- -- -- -- — _ NEW BOAT LIFT
638.r - - - - - - - -
-------- W14PILES ----
EX. WET SLIP J
EX. FINGER PIER
( 3' x 2D), 60 S.F. EXISTING BOAT BOGUE SOUND
TO REMAIN LIFT SLIP (1)
PLAN VIEW
— -- -- -- -- -- -- -- -- -- -- -- -- -- ---- —-- -- -- -- -- -- -- -- -- ---- —SCALE
--SCALE =1" = 50' -- --.-- -- -- -- -- -- -- -- -- -- ---- —
rn rn
APPROX.EDGEOF �I
DEEP WATER
NO. DESCRIPTION BY DATE
1 DCM REVISIONS JWF 7125117
ARENDELL
'ENGINEERS
1004 ARENDELL STREET
MOREHEAD CITY, NC 28557
PHONE: [phone]
FAX: [phone]
www.areadellengineers.com
N.C. Certification No. C-1509
CLIENT
JANE & WILLIAM F. HAMLIN III
3500 FERNWOOD DR,
RALEIGH, NC 27612
PROJECT.-
RESIDENTIAL
ROJECT:RESIDENTIAL PIER EXTENSION
122 HOOP POLE CREEK DR.
ATLANTIC BEACH, NC
DRAWING TITLE:
IMPROVEMENT PLAN
BOGUE SOUND
-1.31 BOTTOM ELEV.
RELATIVE TO NAVD 88
20' x 15' BOAT LIFT
MHW, 1.17
saw
8
ti
SOUND BOTTOM
scA,t
N.T.S.
DATE:
07/2512017
DRAWN BY:
JJW
APPROVED BY:
JWF
PROJECT# 17032
03

I NO. I DESCRIPTION I BY I DATE I
ARENDELL
1004 ARENDELL STREET
MOREHEAD CITY, NC 28557
PHONE: [phone]
FAX: [phone]
www.arendeftengineers.com
N.C. Certification No. C-1509
CLIENT:
JANE & WILLIAM F. HAMLIN III
3500 FERNWOOD DR.
RALEIGH, NC 27612
PROJECT: C
RESIDENTIAL PIER EXTENSION
122 HOOP POLE CREEK DR.
ATLANTIC BEACH, NC
t , 7 m', RAWINCTITLE:
EXISTING CONDITIONS
3 20"7 AERIAL PHOTO
SCALE:
SHEET#
1"-100
DATE:
07/25/2017
/� w
DRAWN BY:
JJW
02-A L
H
APPROVED BY:
JWF
PROJECT# 17032

d
0
Y
w
w
w
U
w
J
O
CL
11
O
O
_
#126
NIF ALBERT WADSWORTH
I
#124 190 L.F. OF
SHORELINE
L-1 I
JANE & WILL
HAMLIN III tt z
zz:
#122
4.83
NIF ELIZABETH BULLOCK
I
I #120
#118
NO. DESCRIPTION
BY
DATE
1 DCM REVISIONS
JWF
7125117
07125/2017
DRAWN BY:
JJW
0 Z
APPROVED BY:
JWF
PROJECT# 17032
W A;iL:W
— 265.7'
1+� —
1+5o 2+00- -2+5
EX. PLATFORM ----
T6o I EX. FINGER PIER
(3'x20'),60S.F.—
TO REMAIN
1 � 1
� 1 1
1 ,1
1 j i
�1 1 LEGEND & ABBREVIATIONS
� 1 '
1 1 EIP-...EXISTING IRON PIPE
\ EIR-...EXISTING IRON ROD
1 i ECM -...EXISTING CONCRETE MONUMENT
\. 1 ` EA ...EXSITING AXLE
\ EN -...EXISTING NAIL
DOCKS OWNED1, EPK-...EXISTING PK NAIL
BY OTHERS POINT -...NOTHING EXISTING OR SET
1 \
BOGUE SOUND NCGS-...NORTH CAROLINA GEODETIC SURVEY
'\ I
NGS -...NATIONAL GEODETIC SURVEY
\\ RIW MON-...NCDOT MONUMENT
SIP -...SET IRON PIPE
\ 1 SIR -...SET IRON PIPE
\ SCM -...SET CONCRETE MONUMENT
-- ---------- ------------- ----------------- --- ------fit- ----- --1�
BOGUESOUND EA -...SET AXLE
\ �
NDS II \ SN -...SET NAIL
SPK -...SET PK NAIL
APPROX. EDGE OP -...OVERHEAD POWER
OF DEEP WATER NOT HELD -...NOT CONSIDERED PART OF SURVEY
- -- -- -- -- -- -- -- -- ---- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- -- -- -- I --- -- -- ----1 �� NHWL-...NORMAL HIGH WATER LINE
— . — — . — _ _ _ _ _ _ _ _ �, ✓ AEC -...AREA OF ENVIRONMENTAL CONCERT
I-,*-- SHOAL AREA ---1 o —1\ NAVD-...NORTH AMERICAN VERTICAL DATUM
NAD -...NORTH AMERICAN HORIZONTAL DATUM
-1. -x.8t +� 1 ) ++ I -+;e -22().M xa.1 zasaoz �\ `,`
'� K I. - ., i � ► 166 , 2s, �,; PC -...PRE -CAST CONCRETE
+oo +—.64 -3+5o -4+00 — 4+50 — 5+00. - 5!60. — 6±0 . �� . 7+00 7+50 8+00\lk 8+50 9+00 9+46.71 TYP-...TYPICAL
------------- ----- ----- ----- --- --- -- --- --- -- -----
--------------
-I-- -- -- ---- ---
- ; GALV-...GALVANIZED
BOAT SAWS I 1 MIN -...MINIMUM
EXISTING
LIFT SLIP B I \ \ TRTD-...TREATED
Ilk
0-...DIAMETER
- - - - - -- - - - - - - -- - - - - - - ----- -- -- - -- 1 APPROX. CENTER L.F.-...LINEAR FEET
PLAN VIEW
SCALE =1'= IW
LOW WATER ELEVATION ESTABLISHED BY
THE FOLLOWING METHOD:
USING THE PUBLISHED DATA FROM TIDE STATION 8656566
CORAL BAY, ATLANTIC BEACH, NC .THE WATER LEVEL
WAS MEASURED ON 5.4-2017 AT 11:42 AM (-0.87 FT NAVD
1983) THE LOW WATER LEVEL PUBLISHED FOR THIS DATE
WAS 0.05 FT ABOVE THE ESTABLISHED LOW WATER
LEVEL FOR THE TIDE STATION WHICH YIELDS A LOWER
WATER LEVEL OF -0.92 FT NAVD 1988. ELEVATIONS WERE
ADJUSTED UP 0.92 FT.
AARENDELL
EIei01NEEFtS
1004 ARENDELL STREET
MOREHEAD CITY, NO 28557
PHONE: [phone]
FAX: [phone]
www.arendellengineers. com
N.C. Certification No. C-1509
CLIENT:
JANE & WILLIAM F. HAMLIN III
3500 FERNWOOD DR.
RALEIGH, NC 27612
OF CHANNELEX-...EXISTING
S.F.-...SQUARE FEET
SAV -...SUBMERGED AQUATIC VEGETATION
-is - BOTTOM ELEV. RELATIVE TO NAVD 88
\IlkVERTICAL DATUM.
\ m -BOAT SLIP NUMBERS
\ NOTE:
APPROX. EDGE OFTHIS DRAWING BASED ON A
DEEP WATER II 1'1 ,' HYDROGRAPHIC AND
1 SUBMERGED AQUATIC
j \ VEGETATION SURVEY
PERFORMED BY JAMES I. PHILLIPS
I 1
LAND SURVEYING ON MAY 4, 2017.
)
IIS til \
THESE DRAWINGS ARE ISSUED FOR THE PURPOSE OF
JUS 017 it OBTAINING PERMITS AND ARE NOT TO BE USED FOR
i CONSTRUCTION
��
City
C
I
PROJECT.,
RESIDENTIAL PIER EXTENSION
122 HOOP POLE CREEK DR.
ATLANTIC BEACH, NC
DRAWING TITLE:
EXISTING CONDITIONS
SCALE:
SHEET#
N.T.S. _
DATE
07125/2017
DRAWN BY:
JJW
0 Z
APPROVED BY:
JWF
PROJECT# 17032