20121004 Ver 1_CAMA Application_20121101

I
AW 2 ®121
47
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis
Governor Director
October 30, 2012
MEMORANDUM:
TO: Karen Higgins
401 Oversight
Division of Water Quality- Surface Water Protection
Dee Freeman
Secretary
FROM: Doug Huggett, NC DENR -DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA Major Permit Application Review
Applicant: Gilbert Lepsig
Project'Location: 1324 SW Harbour Watch Dr,. adjacent to the AIWW, in Calabash, Brunswick Co.
Proposed Project: construction of a private docking facility with gazebo, floating dock, & boathouse
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Doug Hu_gQett at the address above by November 22, 2012. If you have any questions
regarding the proposed project, contact Holley Snider at (910) 796 -7215, 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
127 Cardinal Drive Ext , Wilmington, NC 28405
Phone: 910 - 796 -7215 \ FAX: 910 - 395 -3964 Internet. www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer
LO ? 1012
DENR - ifVWiz 61JALITY
NorthCarofina
NatundY

DIVISIdN OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Gilbert Lepsig
2. LOCATION OF PROJECT SITE: 1324 SW Harbor Watch Drive, in the Ocean Harbor Estates Subdivision,
adjacent to the Atlantic Intracoastal Waterway (AIWW), in Calabash, Brunswick County.
Photo Index - 2006: 2 -6208 E,F,G -21 2000: 2 -14 R,S -5 1995: 2 -14 QR,S -17
State Plane Coordinates - X: 650846.084 Y: 13552.981
Lat:33 °52'16.79092 "N Long: 78 °33'15.45940 "W
3. INVESTIGATION TYPE: CAMA ROVER FILE # - P091213A '
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 02/21/12, 04/18/12
Was Applicant Present - Yes Yes
5. PROCESSING PROCEDURE: Application Received - 10 /24 /12(Complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification from LUP - Conservation
(B) AEC(s) Involved: CW, PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - N/A
(F) Type of Structures: Existing - Single- family residence under construction and retaining wall
Planned - Private pier with gazebo, floating dock, boatiift and boathouse
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHFR
(A) Vegetated Wetlands (Mixed coastal &
2,730 -sq. ft.
404 -type)
(Shaded)
(B) Non - Vegetated Wetlands
1,460 -sq. ft.
(Open water)
(Incorporated)
(C) Other (High ground)
(D) Total Area Disturbed: 4,190 sq. ft. ( 0.09 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct a private pier with gazebo, floating dock and
boat house with lift.

Gilbert Lepsig
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 1324 Harbour Watch SW, in the Ocean Harbor Estates Subdivision,
adjacent to the Atlantic Intracoastal Waterway (AIWW), in Calabash, Brunswick County. To locate the
property from US 17 S near Shallotte, travel south to NC Highway 904 turn left and travel
approximately 2.2 miles to NC Highway 179/Old Georgetown Road SW, turn right and travel
approximately 3.8 miles to Beach Drive SW. Turn left onto Beach Drive SW and travel approximately
1.6 miles to Ocean Harbor Golf Club Road SW. Turn right onto Ocean Harbor Golf Club Road SW and
travel approximately 0.8 miles. Take the second left onto Harbor Gate North Drive SW and make an
immediate left onto Harbor Watch SW. The property is located within a gated subdivision; the
applicant's agent can be contacted for access to the gate. The property will be located on the left
hand side of the road.
The property consists of a 0.64 acre lot, with an approximate shoreline length of 101 feet. The
highground portion of the property ranges from approximately 4 feet to 25 feet above mean high
water (MHW) and is primarily vegetated with native trees, shrubs and grasses. The high ground has
been cleared for the construction of a single family residence with pool and retaining wall, this
development has been authorized by CAMA Minor Permit Calabash # 2012 -01. The authorized
retaining wall has been constructed landward of the wetlands and the residence construction is
underway. The high ground of the property transitions to an area of mixed coastal and 404 -type
wetlands, which ranges from approximately 15 feet to 50 feet in width to the Normal High Water
(NHW) boundary. Wetland vegetation consists of: Cattails (Typha sp.), Spike Grass (Distichlis spicata),
Sea Lavender (Limonium spp.), Sea Oxeye (Borrichia frutescens), Groundsel -bush (Bacchorus
halimifolia) and Wax Myrtle (Myrica cerfera). The property then transitions, from the NHW boundary
water ward, to an area of low marsh consisting of Smooth Cord Grass (Spartina alterniflora). The
Spartina extends approximately 400 feet to edge of vegetation and the Mean Low Water (MLW)
contour is located approximately 100 feet water ward of the edge of vegetation (see drawing 1 of 2).
The Town of Calabash Land Use Plan classifies the upland areas of the project site as undeveloped. The
waters of the AIWW are classified SA by the Division of Water Quality. The project area is designated
as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and is OPEN to the harvest of
shellfish.
10. PROPOSED PROJECT:
The applicant proposes to construct a private pier with a gazebo, floating dock and boat house with
lift. As proposed, the access pier would measure approximately575 feet in length, of which 535 feet
would extend beyond the NHW boundary. The proposed access pier would measure 6 feet in width
and would extend to the south from the retaining wall towards the AIWW. The access pier would then
begin to span the wetlands, consisting primarily of Smooth Cord Grass and would extend water ward
approximately 40 feet to the NHW boundary. The proposed 6 feet wide pier would then extend
approximately 415 feet to the water ward edge of vegetation. The proposed access pier would
continue approximately 120 feet over open water toward the AIWW channel approximately 120 feet
in length. The pier would then terminate at a covered L -head platform measuring approximately 16
feet in width by 16 feet in length, as measured from the roof drip line. The proposed gazebo would
be connected by an access ramp to a proposed 14 feet wide by 14 feet long floating dock that would
extend to the northeast and would be oriented parallel to the AIWW channel. A boatlift, measuring

Gilbert Lepsig
Page 3
approximately 12 feet in' length by 12 feet in width, would be installed along the southwest side of the
docking facility. As proposed the boatlift would be covered by a 12 feet wide by 24 feet long
boathouse, as measured from the drip line dimensions. The proposed boathouse would be oriented
perpendicular to the channel. The applicant states that the existing water depths in the location of the
proposed floating dock and boatlift range from approximately -1.25 feet to -0.05 feet at Normal Low
Water (see drawing 1 of 2). The applicant has stated that the facility would be constructed with
timber stops approximately 2 feet above the bottom substrate to prevent disturbances to the shallow
bottom habitat (see drawing 2 of 2). As proposed, the structure would provide docking space for two
(2) vessels; one lift slip and one slip on the outboard edge of the proposed floating dock. The
applicant has stated that handrails would be constructed on the east and north sides of the floating
dock that would prevent vessels from mooring on the landward side and east side of the floating dock.
The applicant states the width of water body in this location of the AIWW is approximately 542 feet.
As proposed, the docking facility would extend approximately 535 feet water ward of Mean High
Water and approximately 135 feet water ward of the edge of marsh. As proposed, the docking facility
would be aligned to meet the quarter width of the water body distance and as proposed, would
extend to within 8 feet of the 80 foot AIWW setback line.
11. ANTICIPATED IMPACTS
The proposed pier system construction would incorporate approximately 1,460 sq. ft. of Estuarine
Waters and Pubic Trust Area and would shade approximately 2,730 sq. ft. of Coastal Wetlands,
consisting primarily of Smooth Cord Grass. The proposed access pier would result in the disturbance of
approximately 240 feet of high marsh. Minor increases in turbidity should be expected during
construction. The proposed docking facility would extend a total distance of approximately 535 feet
into the water body as measured from the mean high water boundary of which approximately 135
feet would extend into open water within a water body which measures approximately 542 feet in
width. This distance would conform to the 1/4 width rule. The structure, as proposed, would not
encroach into either of the adjacent 15' riparian corridor setbacks or the 80 foot federal channel
setback.
Submitted by: Holley Snider Date: 10/25/2012 Office: Wilmington

CAMA MAJOR NARRATIVE
PRIVATE PIER AND DOCKING FACILITIES
Gilbert and Tina Lepsig
1324 Harbour Watch Drive
Ocean Harbour Estate Lot #4
Sunset Beach, NC 28467
412- 916 -4800
PROJECT: This application is for the proposed construction of a 6' wide
575' long pier leading to a 14'x14' covered fixed dock. Adjacent to the fixed
dock will be a14'x16' floating dock on one side and a 12'x24' boat house
with a 10,0001b boat lift on the other. The pier will begin at a newly
constructed retaining wall and extend 575' @ 9' elevation to the fixed dock.
All proposed construction will remain within the riparian corridors and will
not encroach on the USACE right of way or the quarter width of the water
body, [ ICW ).
CONSTRUCTION MEATHODS: The proposed pier and dock structures
will be constructed according to the prepared drawings by Kenneth H. Lacy
of Cape Carteret, NC, 252 - 393 -2747 and consistent with the building codes
of the Town of Calabash and Brunswick Co. Pier and dock pylons will be of
marine grade 8" diameter an driven with a hydraulic hammer to a depth of
8' or refusal. All lumber will be 2" thick marine grade, all fasteners will be
hot dipped galvanized or stainless steel. Fixed dock and pier will be
constructed to carry a live load of 100lbs PSF. The floating dock will be of
typical construction and carry a standard live load of 40lbs PSF and will be
secured with 4 pylons 10" in diameter. The boat lift will be installed as per
manufactures instructions. A 16' manufactured aluminum walk way will be
installed as per directions leading from the fixed dock to the floating dock.
All construction will be done by NC Boat Yard LLC, Jeffery N. Simmons,
910 - 842 -8888 and with an estimated time of completion of 60 days,,;
n
I 2

This letter is being sent to you as notification that a CAMA permit
has been applied for the construction of a 575' pier leading to
docking facilities along the ICW adjacent to your property.
Mr. Gibby Lepsig and his wife Tina are in the process of building a
new home in Ocean Harbour and have applied for this permit.
The process for obtaining this permit requires notification of all
adjacent property owners of this permit request and to include a
copy of the completed application. Upon receiving this letter of
notification you will have 10 days to contact the Division of
Coastal Management should you have any objections. We are not
requesting for you to waive any setbacks at this time, all proposed
construction will be within the established riparian setbacks. If you
have no objections to this permit you may keep this notification for
your records and you will not need to return the enclosed form.
Thank You
Jeff Simmons
NC Boat Yard LLC
I R E "D?EiV i DO
Nd "Al 11

NOW
APPLICATION for
Maier Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name
Gilbert
MI
D.
Last Name
Lepsig
Applicant 2: First Name
Tina
MI
S
Last Name
Lepsig
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
408 170' Street
PO Box
City
Sunset Beach
State
N.C.
ZIP
28468
Country
USA
Phone No.
412 - 916 -4800 ext.
FAX No.
- _
Street Address (if different from above)
City
State
ZIP
Email
gdlepsig @gmail.com
2. Agent/Contractor Information
Business Name
N.C. Boat Yard Llc
Agent/ Contractor 1: First Name
MI
Last Name
Norman
J.
Simmons
Agent/ Contractor 2: First Name
MI
Last Name
Jeffery
N.
Simmons
Mailing Address
PO Box
City
State
N.C. Boat Yard
7
Shallotte
N.C.
ZIP
Phone No. 1
Phone No. 2
28459
910 -279 - 3635 ext.
910 - 540 - 8947 ext.
FAX No.
Contractor #
Street Address (if d/fferent from above)
City
State
ZIP
Email
simmonsiandscape @yahoo.com
<Fonn continues on back> °"'! �a:�; �!''�r`,1, !SIC
SEP ,12° v 'AM

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
1324 Harbour Watch
d Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
Ocean Harbour
Calabash
N.C.
28467-
Phone No.
--I—
Lot No.(s) (if many, attach addihonal page with list)
412 - 916 -4800 ext.
4, , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
ICW
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
ICW
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.
Calabash, NC
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
101
Approx. 28,000
c. Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
15, ®NHW or ❑NWL
e. Vegetation on tract
Perennial grasses, warn myrtle, yaupon, sable minor, 404 and coastal wetlands
f. Man -made features and uses now on tract
Retaining wall along shoreline side of property and a single family home under construction.
g. Identify and describe the existing land uses adiace nt to the proposed project site.
Single family homes
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. 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>
SEI ", 11J €?

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? Was []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Future septic system
o. Describe existing drinking water supply source.
Municipal, Brunswick County
p. Describe existing storm water management or treatment systems.
Infiltration trenches and permeable pavement, all part of an engineered system
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑PubliGGovemment
®Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Private riparian access and docking facilities on the ICW, to include a 575' access pier leading to a 14'x14' fixed dock with a
16'x16' roof, on one side of the fixed dock a 14'x14' floating dock is proposed, accessed by a 4'x16' aluminum ramp, on the
other side a 12'x24' boat house with a 10,OOOIb lift is proposed. The floating dock will have handrails on the east and north
side to prevent dockage on those sides. The floating dock and the boatlift will have stops to prevent substrate disturbance.
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 and docks will be constructed as per engineered drawings and according to the building codes of the Town of Calabash.
A hydraulic hammer mounted on a steel barge at all times will be used to drive pylons.
d. List all development activities you propose.
Private pier and docking facilities
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? N/A ❑Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use oft
h. Describe location and type of existing and proposed discharges to waters of the state.
None Proposed
i. Will wastewater or stormwater be discharged into a wetland? []Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes []No ❑NA
j. Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal. a i—CEIVED
4
!i�rty! Y °1ST ;i�,il': "t��l.lIV9 3V1�
<Form continues on back> g I- P 4 U '10 62

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation
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 property 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, dearly 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 Ralph Lerch Phone No. 828 - 264 -0894
Address 926 Appalation Drive, Boone N.C. 28607
Name Gerald Reynolds Phone No. 973 - 243 -2870
Address 11 Fredericks St. West Orange, NJ 07052 -6614
Name Phone No.
Address
g A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pemtittee, and issuing dates.
CAMA Minor Permit #2012 -01, Town of Calabash Wastewater permit#2006067944, Brunswick Co.
Storm Water Permit #SW8931204
h. Signed consultant or agent authorization forn, 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 certify that the information provided in this application is truthful to the best of myknpwledge. �..
Date 8/20/2012 Print
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 ;, r
®DCM MP-4 Structures Information
c - * 1 E2

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
a. (i) Is the docking facility/marina:
❑Commercial ❑PublictGovemment ®Private /Community
c. (i) Dock(s) and /or pier(s)
(ii) Number
1 access pier
(iii) Length
575'
(iv) Width
6'
(v) Floating
❑Yes ®No
e. (i) Are Platforms included? ®Yes []No
If yes:
(ii) Number 2 one floating, one fixed with roof
(iii) Length 14' floating 16' fixed with roof
(iv) Width 14' floating 16' fixed with roof
(v) Floating ®Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g (i) Number of slips proposed
2
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and /or channel
®Open water; no dredging required
❑Other, please describe:
k. Typical boat length: 20'
m. (1) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
[I This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
f. (i) Are Boatlifts included? ®Yes []No
If yes:
(ii) Number 1
(iii) Length .a!!r' �2
(iv) Width 12'
h. 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
® Dockage ("wet slips ") only, number of slips: 2
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
1. (i) Will the facility be open to the general public?
Yes SNo
CIii N, NC
' 'y, _
E- UP ..J ;

. Forirn DCM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACIUMMARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number. ; Location.
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of " Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
L Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality.
i. What will be the marina policy on overnight and live- aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina /docking facility proposed within a primary or secondary nursery area? 5 LC i' ,+ r I I { 7
❑Yes ❑No

Form DCM MP -4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o Is the madna/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 ❑SB
❑WL ❑None
p. Is the proposed mannaldocking 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) [I This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublictGovemment ®Private /Community
(ii) Number 1
(iii) Length 24'
(iv) Width 12'
Note: Roofed areas are calculated from dnpline 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 ❑PublictGovemment ❑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.)
Xt, 'Vii_ MINi 'ETON, INC
St=I� 2 C,

Form DCM MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
approx. 20'
Note: For buoy or mooring piling, use am of swing including length
of vessel.
c. Width of water body
approx. 567'
e. (i) Will navigational aids be required as a result of the project?
0Yes []No XNA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
approx. 150'
d. Water depth at waterward end of structure at NLW or NWL
18" 0 NLW
8. OTHER ❑This section not applicable
a. Give complete description:
Proposed construction of 575'x6' wide pier beginning at a new retaining wall on the waterward side of the property and leading
to a 14'x14' fixed dock with a 16'x16' roof, on one side of the fixed dock will be a 14'x14' floating dock accessed by a 4'x16'
aluminum walkway, the floating dock will have hand rails on north and east side to prevent dockage on those sides, on the
other side will be a 12'x24' boat house. The floating dock and the boatlift will include 4x6 stops to prevent disturbance of
substrate.
Date
8/20/12
Pro' Name
) 1 Jb
Applicant Name
Gilbert D. Lepsig
Applicant Signature
SFP
NG

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8 X 8 piles or 8" dia
round piles 8' deep
2 X 10 collar /C
each side of p
walkway
See detail sheet 2
Note: Platform and walkway loading —100 psf live load for golf cart
usage. Refer to site plan drawing by Ace Marine for layout
arrangement.
N
N
N
W
O
a
3
O
0
1324 Harbour Watch
Sunset Beach, NC
Pier Structural Framing
;a
�l llal��Z
File #2012 - 047
Sheet 1 of 4
1/411 = 1'
Ken Lacy, P.E. PLLC P0344
307 Holly Lane
Cape Carteret, NC 28584
252 - 393 -2747

(2) 2 X 8s @
outside edge
ea side
1324 Harbour Watch
Sunset Beach, NC
Pier Structural Framing
2 X 8 Joists @ 16" o/c max at
walkway
5/8" thru bolts w/ washers
2 X 10 collar each side of
piles @ walkway
6 X-Bracing
V Other Bent
Note: Platform framinq similar
U6
q
s,
H
File #2012 - 047
Sheet 2 of 4
Not to Scale
Ken Lacy, P.E. PLLC P0344
307 Holly Lane
Cape Carteret, NC 28584
252-393-2747

I
0
.E E
R 0
2
CL
0.0
< '0
to
(D
E
0
1324 Harbour Witch
Sunset Beach, NC
Pier Structural Framing
io
co
x
N
.2,
co
x
C14
5'-0"
Platform Deck Framing
14'-0"
1 7--0"
2X12
6'-8"
lilN
0
2 X Q collar/girder
each side of piles
@ platform
This Span
8 X 8 piles or 8"dia
round piles 8' deep
2 X 10 collar/girder
each side of piles
@ walkway
Kx
Note: Platform and walkway loading —100 psf live
load for golf cart usage. Refer to site plan drawing
by Ace Marine for layout arrangement.
Piles up to gazebo
roof framing — see
sheet
11
W
x
Boat Lift
10 X 10 or 10" dia priles,
# and layout to be
confirmed with Lift
Manufacturer
Boat Lift by Others
10
14'-0"
JE
File # 2012 - 047
Sheet 3 of 4
3/13" = 1'
Ken Lacy, P E. PLLC P0344
307 Holly Lane
Cape Carteret, NC 28584
252-725-2405
16' manufactured
aluminum walkway to 12'
0 4)
X 20' floating platform with
(4) 10" piles — typical
construction for standard
0
40 psf loading
O--------------
---------------
0
.E E
R 0
2
CL
0.0
< '0
to
(D
E
0
1324 Harbour Witch
Sunset Beach, NC
Pier Structural Framing
io
co
x
N
.2,
co
x
C14
5'-0"
Platform Deck Framing
14'-0"
1 7--0"
2X12
6'-8"
lilN
0
2 X Q collar/girder
each side of piles
@ platform
This Span
8 X 8 piles or 8"dia
round piles 8' deep
2 X 10 collar/girder
each side of piles
@ walkway
Kx
Note: Platform and walkway loading —100 psf live
load for golf cart usage. Refer to site plan drawing
by Ace Marine for layout arrangement.
Piles up to gazebo
roof framing — see
sheet
11
W
x
Boat Lift
10 X 10 or 10" dia priles,
# and layout to be
confirmed with Lift
Manufacturer
Boat Lift by Others
10
14'-0"
JE
File # 2012 - 047
Sheet 3 of 4
3/13" = 1'
Ken Lacy, P E. PLLC P0344
307 Holly Lane
Cape Carteret, NC 28584
252-725-2405

Overhang
1' -0"
1324 Harbour Watch
Sunset Beach, NC
Pier Structural Framing
Gazebo Roof Framing
Gazebo Hip Roof Framing:
1. Girders (2) 2 X 12s attached to notched piles with PS418 Straps w/ (4) 5/8" thru bolts.
2. Hip Ridge Beams - 2 X 12s. Roof pitch 6/12.
3. Rafters - 2 X 6 @ 16" o /c.
4. Provide Simpson MTS12 at each end of each rafter.
5. Provide (2) MTS12 straps between each hip and girtder /post.
ir
0
File # 2012 - 047
Sheet 4 of 4
1/4" = 1'
Ken Lacy, P.E. PLLC P0344
307 Holly Lane
Cape Carteret, NC 28584
252 - 725 -2405

V i