20040337 Ver 4_CAMA Application_20180119

ROY COOPER
Governor
MICHAEL S. REGAN
r Secretary
BRAXTON DAVIS
Coastal Management 2 Director
ENVIRONMENTAL QUALITY 14N 1
January 9, 2018
TO: Karen Higgins
401 & Buffer Permitting Unit
DWRNVater Quality Permitting
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(o-)-ncdenr.go
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Water's Edge HOA
Project Location: at the southern terminus of Great Oaks Dr, adjacent to the AIWW
in Hampstead, Pender County
Proposed Project: to relocate an existing 5 -slip docking facility and dredge around the
docks within the AIWW
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 February 2, 2018. If you have any
questions regarding the proposed project, contact Jason Dail at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached**
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
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Waters Edge Homeowners Association c/o Todd Skeen—
CAMA Major/Dredge and Fill Permit Modification Request — CAMA Major No. 33-17
2. LOCATION OF PROJECT SITE: Site is located at the southern terminus of Great
Oaks Drive, in Hampstead, Pender County.
Photo Index — 2006: 26-6638, S -T 16
State Plane Coordinates - X: 2392028 Y: 219169
Lat: 34'20'39.35"N Long: 77'42'02.30"W
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Application received complete: 1/08/2018
5. SITE DESCRIPTION:
(A) Local Land Use Plan— Pender County
Land Classification From LUP — Res., Resource Protection and Conservation
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- Septic Planned- N/A
(F) Type of Structures: Existing- Single family residences, bulkheads and 18 -slip
docking facility.
Planned- Dock relocation and dredging around the waterway docking facility.
(G) Estimated Annual Rate of Erosion: N/A
6. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (§404)
(B) Non -Vegetated Wetlands (Open Water)
*Subject area noted as Submerged
Aqautic Vegetation (SAV) habitat
11,692 sq. ft.
1,768 sq. ft.
(incorporated)
(C) Other - Highground disturbance
90,000 sq. ft.
(D) Total Area Disturbed: 103,460 sq. ft. (2.37 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes (adjacent AIWW)
7. PROJECT SUMMARY: The applicant proposes to relocate an existing 5 -slip docking
facility and dredge around the docks within the AIWW.

Waters Edge Homeowners Association
Page 2
9. PROJECT DESCRIPTION
The project site is located at the southern end of Great Oak Drive in the Deerfield Subdivision in
Hampstead, Pender County. The new development, which is the subject of this permit
modification, surrounds the docking facilities located within/adjacent to the AIWW around and
within slips 1-9.
To locate the project site from Wilmington, take US Hwy 17 north to Hampstead.
Approximately 0. 5 miles south of the Hwy 2 10 and US Hwy 17 intersection turn right onto
Headwaters Drive. Continue along Headwaters Drive and take a left onto Overlook Drive. From
there, take your next right onto Creekview Drive E and continue until the road ends. At the
terminus, turn right onto Great Oaks Drive and the property will be located along the left hand
side of the road at the very end.
Existing development on the property includes: single-family residences, bulkheads, subdivision
infrastructure and an eighteen slip community docking facility (consisting of four access piers
and docks). Nine of the 18 -slips are located along the AIWW and the remaining slips are located
within Mill Creek.
The property is relatively flat with average elevations of approximately 5 feet, above NHW. The
property consists of approximately 19.95 acres with most of the tract having been cleared and
developed. The periphery of the site adjacent to the water is well vegetated. The wetland
delineation shows that the majority of the wetlands on the site are adjacent to Mill Creek and the
AIWW. Vegetation at the project site includes: Pine trees (Pinus sp.), American Holly (Ilex
opaca), Live Oak (Quercus virginiana ), Sweet Bay (Magnolia virginiana), Hickory (Carya sp.),
Yaupon (Rex vomitoria), Japanese Honeysuckle (Lonicerajaponica) and Catbriars (Smilax sp.).
Along the coastal wetland border of the property the vegetation includes more salt tolerant
species such as: Saltmarsh Cordgrass (Spartina alterniflora), Black Needlerush (Juncus
roemeranus), Spike grass (Disticlus spicata) and Cat tails (Typha sp.). A Coastal Wetland and a
404/401 Wetland delineation has been conducted for the property. The 404 Wetland line has
been approved by the US Army Corps of Engineers.
The waters adjacent to the project are classified as "SA-ORW" by the Division of Water
Resources. The area within Mill Creek is designated as a Permanent Secondary Nursery Area by
the Division of Marine Fisheries; however, the waters bordering the AIWW are not (surrounding
the existing AIWW docking facilities). The waters of the AIWW are OPEN to the harvesting of
shellfish and are not designated as a PNA.
Pender County's Land Use Plan (LUP) classifies the upland areas as limited transition and all
other areas as Conservation, however, the Land Use Plan includes all Areas of Environmental
Concern (AEC) as well as the 404 wetlands in the Conservation class.

Waters Edge Homeowners Association
Page 2
The subdivision has a history of CAMA/COE permitting that spans back to 2003 (CAMA.
permits). Specifically, on May 27, 2003, a CAMA major development permit (#68-03) was
issued to Jimmy's Island, LLC for the development of a subdivision known as "Waters Edge at
Deerfield". The permit authorized development of a subdivision to include only those land
disturbing activities associated with establishment of the subdivision. In addition, the permit
authorized the installation of a bulkhead along the property's shoreline.
On May 25, 2004, the permit was modified (major pen -nit modification) to allow for the
construction of an eighteen (18) slip docking facility, part of which was to be constructed along
the headwaters of Mill Creek (slips 10- 18) and the remaining portion to be located within the
AIWW (slips 1-9). Based on information presented in the major modification request, water
depths surrounding the AIWW dock ranged from - 1.9 1' to -3.92' relative to NGVD '29. No
calculations were provided to depict the water depths at either area based on "normal low water".
CAMA. major permit No 68-03 was again modified (minor permit modification) on December
21, 2004, to allow for the filling of additional "404" type wetlands on one of the lots within the
subdivision. This permit expired on December 31, 2006.
On September 8, 2008, Waters Edge Homeowners Association applied for a CAMA Major
permit to perform new dredging in the location of slips 5-9. Slips 5-9 are the northern most slips
located along the AIWW, and consist of an access pier, a "T -head" shaped platform and three (3)
finger piers. At the time of submission, water depths surrounding the docking facility ranged
from approximately -0.5' to —1.5' at Normal Low Water (NLW). According to the field
investigation report prepared by Heather Coats (field representative for the Division of Coastal
Management) on September 11, 2008, Ms. Coats states: "Submerged aquatic vegetation (SAP) is
present within the boatslips and therefore dredging would impact SA V and SA V habitat ". The
application was circulated and reviewed by numerous resource agencies and comments
supporting the planned development were unfavorable due to the project's impacts on SAV and
SAV habitat. As a result, the applicant withdrew the pen -nit package and no further action was
taken.
Most recently, the applicant applied for a CAMA Major/Dredge and Fill on 7/10/15. The purpose
of the application was to dredge around the 9 -slip docking facility located along the AIWW. The
applicant's permit was ultimately denied (based on significant impacts to SAV), and on
November 30, 2016, the applicant petitioned the Coastal Resources Commission (CRC) for a
variance seeking relief from the Division's Rules, to allow for dredging around the 9 -slip facility,
located along the AIWW. The CRC granted the applicant's request and on March 6, 2017,
CAMA Major Permit No. 33-17 was issued. The permit authorized dredging around slips 1-9, to
a depth of -3.92', below the "normal water level". However, the applicant's request was also
denied by the NC Division of Water Resources (Water Quality Certification), as well as the US
Army Corp of Engineers, due to significant adverse impacts to SAV. Specifically, the dredging
of slips 5-9 in their current location. As a result, the applicant determined it would be more
reasonable to relocated slips 5-9, thereby avoiding any disturbance to existing SAV, and
combine the two docking facilities.

Waters Edge Homeowners Association
Page 3
Under this current proposal, the applicant claims they would be dredging within an area void of
SAV.
The following describes the applicant's intent to complete a portion of the dredging activities
authorized under CAMA Major permit 33-17, and relocate slips 5-9.
PROPOSED PROJECT
According to the project narrative and application package, the applicant is proposing to relocate
an existing 5 -slip docking facility and perform dredging around the combined facility, located
along the AIWW.
As designed, slips 5-9 would be relocated from their current position (intact) to the northern side
of the existing docking facility that comprises slips 1-4. According to the application package,
the 6' x 90' dock spine, three - 6' x 24' finger piers and five - 13' x 13' boat lifts, that comprise
slips 5-9, would be moved to the northern side of slips 1-4. The two docks would be connected
by a new section of do& spine measuring 6' x 20'. The existing access pier an d covered gazebo,
that provides access to slips 5-9, would remain and be used primarily for fishing, crabbing and
general observation. No additional docking spaces would be created as a result of this proposed
dock reconfiguration.
In addition to the proposed dock relocation, the applicant is seeking authorization to expand the
existing boat basin, to include dredging an area approximately 174' x 50' x -3.92' NWL (final
depth). As designed, a 174'(1) x 50'(w) x -3.92 (d) cut would be made within the interior
dimension of slips 1-9, and would expand toward the AIWW. A total of approximately 854 cubic
yards of material would be removed from the project area (via bucket to barge) and disposed of
at an approved, pre -determined disposal island located within the boundary of the USACE's
Disposal Area DA -228. As proposed, the spoil deposition would occur outside of the USACE's
easement, along the Northeast New Hanover Conservancy property (statement of approval
attached).
Please refer to Sheet I of I -Existing Conditions 11/9/17, Sheet I of 1 -Proposed
Modifications 11/9/17 and Sheet I of I -Proposed Dredging Footprint 11/20/17 for a detailed
layout of the prosed slips and dredging activities.
The proposed scope of the work is a direct response to comments and stipulations discussed
during a pre -application meeting held at the Wilmington Regional Office on 10/ 19/2017. Present
were representatives from NOAA Fisheries, NCDMF, NCWRC, NCDCM (Fisheries and
Regulatory Staff), NCDVY'R and the USACE. A synopsis of the meeting, based on staff s
documentation, indicate that the project area (slips 1-4 and the area where slips 5-9 are proposed)
is void of SAV, while the current location of slips 5-9 still present active growth. Based on that
meeting, it was also noted there is active shellfish habitat approximately 50'-75' of the project
area; however, these areas should not be impacted as a result of the project.

Waters Edge Homeowners Association
Page 4
In addition to the environmental concerns surrounding the applicant's proposal, the dock
relocation presented a challenge since Waters Edge HOA has minimal riparian access along the
AIWW. To address this issue, the HOA approached the adjacent riparian property owners
(Blanton and Cantrell) and obtained permission to "encroach" into their respective riparian
corridors (see Appendix 10 and Appendix 11). Notarized documentation provided by the
applicant demonstrates that both adjacent riparian property owners have agreed to "waive" the
15' riparian corridor setback, as well as allow "encroachment".
10. ANTICIPATED IMPACTS
The proposed excavation would disturb approximately 11,692 sq. ft. of shallow bottom area (part
of which was previously authorized under CAMA Major 33-17). The high ground disposal would
result in approximately 90,000 square feet of land disturbance. The proposed dock relocation
would result in the incorporation of approximately 1,768 sq. ft. of estuarine and public trust waters.
The submerged land located within confines of the proposed dredging limits and docking facility,
appears to be void of and SAV.
- . . Minor -increases in turbidity should be expected; however, no long-term impacts are anticipated-.
It should be noted, based on aerial imagery, the existing facility (slips 1-4 and 5-9) appears to
extend beyond the USACE's Federal Channel Setback. The encroachment appears to include a
portion of the finger piers associated with the existing facility, as well as the boat lifts. Should slips
5-9 receive approval, there should be conditional statements addressing the encroachment.
Submitted by: Jason Dail Date: January 9, 2018 Office: Wilmington

6a. Project Narrative for Water's Edge Marina Relocation and Dredging
Pertinent Backeround
Water's Edge HOA seeks to restore water depths at its private marina containing 9 slips along the AIWW
to the original level of negative 3.92 NWL (see Appendices 1-3 for site overview). The presence of SAV in
the current location of slips 5-9 has prevented approval of past dredging applications. Water's Edge has
worked with the ruling agencies to find a mutually agreeable solution. In 2016 it was suggested that slips
5-9 be moved to the southwest of slips 1-4, where no SAV existed on previous habitat survey (Appendix
4). The HOA was in favor of this move, however it was blocked by the landowner of lot 3, who claimed it
would impede his views and violate his riparian rights. The HOA did not consider moving slips 5-9 to the
northeast of slips 1-4 because SAV was present at that location on most recent habitat survey (Appendix
4). Thus, a variance was sought and obtained from the Coastal Resources Commission in November
2016 to allow for dredging to original depths of -3.92 NWL at present slip locations (Appendices 5 & 6).
Subsequent applications to NCDWR and USACE (Appendix 7) were denied based on need for an updated
SAV survey, which was conducted by DMF in June of 2017 (Appendix 8). On this survey SAV was no
longer present to the northeast of slips 1-4, thus relocation of slips 5-9 prior to dredging has been
suggested by the ruling agencies. The HOA sought alternatives to dock relocation to avoid the
substantial expense ($40-50k) associated with such a project. In October 2017, Clark Environmental
Group met with theruling agencies on behalf of the HOA to propose alternatives to dock relocation. The
addition of docks 5-9 along the chain of docks 1-4 was favored by reviewing agencies; thus we are
formally submitting that proposal.
Scope of Prooect
We propose relocation of the northeastern cluster of docks (containing slips 5-9) approximately 120' to
the southwest, so that they join with slips 1-4 (Appendix 9). This would place all docks in a region free of
SAV on the most recent habitat survey (Appendix 8). Slips 5-9 would be connected in line with slips 1-4
to maintain the minimum 90'setback from the navigation channel at all times (see Appendix 9 for scaled
drawing detailing dock relocation). The relocation will be in the riparian zones of Lot 2 & 3. We have
obtained their written consent for the project (Appendices 10 & 11). We sent project notifications to
adjacent landowners Batson and Norris. Written consent was obtained from Mr. Batson (Appendix 12).
We were unable to reach Mr. Norris via certified return receipt mailer to address listed on Pender
County Tax records. The USPS confirmed that Mr. Norris no longer lives at address of record (3701
Reston Ct. Apt A) and has left no forwarding address (Appendix 13). As such, we have no method to
reach adjacent property owner Norris. Please note Mr. Norris has never voiced any concerns or
objections on previous applications submitted by our HOA. He owns a lot (110 Great Oak Dr.) adjacent
to our neighborhood and would not be directly or indirectly affected by our project.
Dock relocation would be performed by Jimmy North of Coastal Marine Construction, a licensed
contractor in the state of NC. Once docks (and boat lifts contained within slips 5-9) have been relocated,
dredging to a depth of -3.92 NWL would occur. The dredging would be performed by Adam Knierim of
Maritech LLC, a licensed contractor in the state of NC. Dredging details can be found on enclosed maps
showing dredging footprint (Appendix 14), calculations of estimated dredging volume (Appendix 15),
site map with disposal location (Appendix 16), detailed map of disposal site with limits of spoil
deposition (Appendix 17), and written permis,siorvto�,Osbthe disposal site (Appendix 18).

6b. Work Plat
No work has been completed. See Appendix 8
6c. Site Map
See Appendices 1-3
6d. Copy of Deed
See Appendix 19. Copy of our covenants and amendments to our covenants that pertain to our boating
facilities.

mom MP -1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Water's Edge Hoa
Project Name (if applicable)
Boat Dock Relocation & Dredging
Applicant 1: First Name
Todd
Ml
Last Name
Skeen
Applicant 2: First Name
Ml
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1213 Culbreth Dr
PO Box
City
Wilmington
State
NC
ZIP
28405
Country
Phone No.
910 - 632 - 4847 ext.
FAX No.
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. AgentlContractor Information
Business Name
Maritech Llc
Agent/ Contractor 1: First Name
Adam
Ml
Last Name
Knierim
Agent/ Contractor 2: First Name
Ml
Last Name
Mailing Address
108 Circle Dr
-P—�
PO Box
lead
State
NC
ZIP
28443
Phone No. 1
910 - 270 -
4058 ext.
Phone No. 2
910 - 297 - 7710 ext.
FAX No.
Contractor #
Street Address (if different from above)
city
State
ZIP
Email
[e-mail]
<Form continues on back>

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Localiffon
County (can be multiple)
Street Addres
State Rd. #
Pender
Corner of Waters Edge Dr and Great Oak Dr
N/A
Subdivision Name
city
State
Zip
Water's Edge at Deerefield
Hampstead
NC
28443 -
Phone No.
Lot No. (s) (if many, attach additional page with list)
910 - 632 - 4847 ext.
Between lots 2 & 3, 1 1 1
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
AIWW
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
EINatural SManmade E]Unknown
AIWW
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
EDYes [--]No
work falls within.
h.
Pender County
4.
Site Descripiffon
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
45'
8775 sq. ft
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
0.5 acres, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
5.5' ONHW or EINWL
e.
Vegetation on tract
Native grass, oak, marsh grass
f.
Man-made features and uses now on tract
Existing access pier, gazebo, floating docks for 9 boat slips, retaining wall, asphalt driveway
g.
Identify and describe the existing land uses ad'acen to the proposed project site.
Existing floating dock facility is between lots 2 & 3 of Water's Edge Subdivision. Facility is in a designated area for
community docks and recreation.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
single residence and recreation
(Attach zoning compliance certificate, if applicable)
SYes C]No [INA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? E]Yes SNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. E]Yes [:]No ONA
If yes, by whom?
1.
Is the proposed project located in a Nation.alR60jeo Historic District or does it involve a []Yes E]No ONA
National Register listed ore�gibld property?
<Form continues on next page>

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? GlYes []No
(ii) Are there coastal wetlands on the site? OYes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? SYes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Community sewage (septic tankstfields) for homes, no wastewater treatment for small boats
o. Describe existing drinking water supply source.
community water
p. Describe existing storm water management or treatment systems.
N/A
5. Acdvides and Impacts
a.
Will the project be for commercial, public, or private use?
OCornmercial E]Public(Government
EDPrivate/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
New work in existing basin area to restore original depths and provide boat access,
to provide water access and relieve
stress on existing dock facility. Floating docks rest on bottom during low tid'es.-
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.
Dredging operations will be performed utilizing bucket and barge methodology. A barge and pushboat will be used for
transporting dredged material. Material will be disposed of in state approved site.
d.
List all development activities you propose.
New excavation to enable boat usage of docks by subdivision residents
e.
Are the proposed activities maintenance of an existing project, new work, or both?
new
it J �9'2-
f.
What is the approximate total disturbed land area resulting from the proposed project?
submerged & 25,218 disposal
S Sq. Ft or [:]Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area
[]Yes SNo EINA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
standard practices will be employed to minimize silt discharge during dredging
i.
Will wastewater or stormwater be discharged into a wetland?
E]Yes SNo [INA
If yes, will this discharged water be of the same salinity as the receiving water?
E]Yes E]No SNA
j.
Is there any ro i tion pm Poseck.
E]Yes EDNo [:INA
If yes, aftaWa mitigation proposal.
<Form continues on back>
2 5' 2 .3 'D a - 2 R 0 A "I - i S

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 thr the application
package to be complete. Items (a) - (0 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, 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 Hollis Batson Phone No. 910 270 0866
Address 110 Captains Cove, Hampstead NC 28443
Name Michael Norris Phone No. unlisted
Address 3701 Reston Ct, Apt A, Wilmington NC 28403
Name Dan Cantrell Phone No. 336 692-9713
Address 106 Great Oak Dr, Hampstead NC 28443
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
68-03 Jimmy's Island LLC, May 2004
vs/A-99^ A -PA A.- '53 -- 1-7 VAA��
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. 11 3A 1 -10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Pennission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 12/4/17 PrinN�am� odd Skeen
Signature
Please indicate application attachments pertaining to your proposed, project.
0DCM MP -2 Excavation and Fill Infortfation EIDCM MP -5 Bridges and Culverts
CIDCM MP -3 Upland Development
SDCM MP -4 Structures Information

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.
If.
Access
0 This secUon not applicable
a .
Amount of material to be excavated from below NHW or NWL in
b.
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
(i) Does the area to be excavated include coastal wetlandstmarsh
d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
stabilization)
Length
_J606-
or other wetlands (WQ? If any boxes are checked, provide the
158'
number of square feet affected.
Width
EICW EISAV EISB
EIWL EDNone
Avg. Existing
(ii) Describe the purpose of the excavation in these areas:
N/A
Depth
-1.70 NWL
NA
NA
DISPOSAL OF EXCAVATED MATERIAL
Final Project
-4- * a- Q_W
a.
-3.92 NWL
b.
NA
NA
USACE DA 228
Depth
300'x 300'
c.
(i) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
E]Yes SNo EINA
If.
EXCA VA TION
0 This secUon not applicable
a .
Amount of material to be excavated from below NHW or NWL in
b.
Type of material to be excavated.
cubic yards.
sand, muddy sand
854
c.
(i) Does the area to be excavated include coastal wetlandstmarsh
d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
N/A
or other wetlands (WQ? If any boxes are checked, provide the
number of square feet affected.
EICW EISAV EISB
EIWL EDNone
(ii) Describe the purpose of the excavation in these areas:
N/A
12.
DISPOSAL OF EXCAVATED MATERIAL
0 This secfion not
a.
Location of disposal area.
b.
Dimensions of disposal area.
USACE DA 228
300'x 300'
c.
(i) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
E]Yes SNo EINA
SYes 0No EINA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
USACE DA 228
e.
(i) Does the disposal area include any coastal wetlands/marsh
f.
(i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
E]Yes ONo [INA
or other wetlands (WQ? If any boxes are checked, provide the
number of square feet affected.
(ii) If yes, how much water area is affected?
[:ICW EISAV EISB
N/A
EIWL ONone
(ii) Describe the purpose of disposal in these areas:
habitat enrichment
'q
2 �` 2-8 -;-33 - 28 O'S 8't�;3 -AR�C' 0 A -S' 26;06

Form DCM MP -2 (Excavation and Fill, Page 2 of 3" 1
3. SHORELINE STABILIZATION 0 This section not applicable
(if development is a wood groin, use MP -4 — Stnictures)
a. I Ype Or snorenne siaMization: b. Length:
[]Bulkhead E]Riprap E]Breakwater/Sill ElOther: Width:
c. Average distance waterward of NHW or NWL: d� Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
(i) Has there been shoreline erosion during preceding 12
months?
E]Yes []No [INA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACT11*7TIES 0 This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will,fill material be brought to the site? - E]Yes ONo MNA b. (i) Will fill material be olaced in rnadal wPt1and-q/mqmh IrM
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 (613), 'o'r
other wetlands (WQ? If any boxes are checked, provide the
number of square feet affected.
11CW EISAV '- EISB
OWL 0None
(ii) Describe the purpose of the fill in these areas:
5. 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)?
Excavated material will be held in place and bucket and barge
erosion controlled via existing earthen dikes at
disposal site. Material will be stabilized and seeded
after placement.
c. (i) Will navigational aids be required as a result of the project?
[]Yes ONo [--INA
(ii) If yes, explain what type and how they will be implemented.
NIA
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes SNo EINA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
N/A
12/4/17 Watees Edge Dock Relocation and Dredging
Date Project Name
.6 - 2 IR 0 R �"i 4 P C A

. Forms DCM MP -2 (Excavation and Fill, Page 3 of 3)
Todd Skeen
A�Pficant NWe
'_ I& �\—'
Applicant SigInature
F, 7
r�--Ased.- 12/26106

A
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 FACILITYMARINA CHARACTERISTICS 0 This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
ElCommercial E]PublictGovemment SPrivate/Community []Yes ONo
4( c. (i) Dock(s) and/or pier(s) 3
(ii) Number -At' I
(iii) Length 480 -
(iv) Width -ZV -1
(v) Floating [9Yes E]No
e. (i) Are Platforms included? []Yes [DNo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes F1No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
0 (relocated)
(ii) Number of slips existing
9
i� Check the proposed type of siting:
0 Land cut and access channel
00pen water; dredging for basin and/or channel
ClOpen water; no dredging required
[]Other; Please describe:
k. Typical boat length: 21'
m. (i) Will the facility have tie pilings?
SYes E]No
(ii) If yes number of tie pilings?
16
'15,22-80;8-213"D8 -IRiCOAST t
Cons a
d. (i) Are Finger Piers included? SYes []No
If yes:
(ii) Number 3
(iii) Length 24'
(iv) Width 6-
(v) Floating OYes []No
f. (i) Are Boatlifts included? [DYes E]No
If yes:
(ii) Number 4
(iii) Length 12- 6"
(iv) Width 12'6"
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: 9
El Dry storage; number of boats:
[I Boat ramp(s); number of boat ramps:
El Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
(iywill-, th.6 facility be open to the general public?
0Yes SNo

Form DCM MP -4 (Strtictures, Page 2 of 4)
El
2. DOCKJNG FACIUMMARINA OPERATIONS 0 This section not apphcable
a. Check each of the following sanitary facilities that will be included in the proposed project.
Office Toilets
Toilets for patrons; Number: _; Location:
El Showers
[I 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.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
1. If this project is an expansion of an existing marina, what types of services are currently provided?
7t�
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes [--]No
2 3 T Q f �� 4 -1

. Form.0CM MP -4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
0Yes E]No
o. Is the marinaldocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(S13), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
EJCW EISAV EISB
OWL E]None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? E]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):
OCommercial E]PublictGovernment OPrivate/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas an, calculated from dripfine dimensions.
- 14. GROIN (e.g., wood, sheetgile, etc; If a. rock'groin,. use MP -Z Excavation and Fill.) 0 This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpe, etc.) 0 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 0 This section not applicable
a. Is the structure(s):
ElCommercial OPublic/Government ElPrivate/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.)
2 2 - 3 f' 2 8 0 a R ?, 8 --d P 1-' C� A S T c c (' -3 s � a jn-i a" -n J-�i "�x
ss,&�. 12 2 7: i.

Form DCM MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
<1 5'
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Width of water body
550'
e. (i) Will navigational aids be required as a result of the project?
[:]Yes SNo EINA
(ii) If yes, explain what type and how they will be implemented.
N/A
b. Proximity of structure(s) to adjacent docking facilities.
223' to north, 2090' to south
d. Water depth at waterward end of structure at NLW or NWL
40
8. OTHER 0 This section not applicable
a. Give complete description:
We propose relocation of the northeastern cluster of docks (containing slips 5-9) approximately 120' to the southwest, so that
they join with slips 1-4 (Appendix 9). This would place all docks in a region free of SAV on the most recent habitat survey
(Appendix 8). Slips 5-9 would be connected in line with slips 1-4 to maintain the minimum 90' setback from the navigation
channel at all times (see Appendix 9 for scaled drawing detailing dock relocation). The relocation will be in the riparian zones
of Lot 2 & 3. We have obtained their written consent for the project (Appendices 10 & 11). We sent project notifications to
adjacent landowners Batson and Norris. Written consent was obtained from Mr. Batson (Appendix 12). We were unable to
reach Mr. Norris via certified return receipt mailer to address listed on Pender County Tax records. The USPS confirmed that
Mr. Norris no longer lives at address of record (3701 Reston Ct. Apt A) and has left no forwarding address (Appendix 13). As
such, we have no method to reach adjacent property owner Norris. Please note Mr. Norris has never voiced any concerns or
objections on previous applications submitted by our HOA. He owns a lot (110 Great Oak Dr.) adjacent to our neighborhood
and would not be directly or indirectly affected by our project.
Dock relocation would be performed by Jimmy North of Coastal Marine Construction, a licensed contractor in the state of NC.
Once docks (and boat lifts contained within slips 5-9) have been relocated, dredging to a depth of -3.92 NWL would occur.
The dredging would be performed by Adam Knierim of Maritech LLC, a licensed contractor in the state of NC. Dredging
details can be found on enclosed maps showing dredging footprint (Appendix 14), calculations of estimated dredging volume
(Appendix 15), site map with disposal location (Appendix 16), detailed map of disposal site with limits of spoil deposition
(Appendix 17), and written permission to use the disposal site (Appendix 18).
12/4/17
Date
Water's Edge Dock Relocation and Dredging
Project Name
Todd Skeen
icant "e
Applicant Signature

Z�,
WaRich's Inlet
jUSACB!DA,2
-2
,2
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NC 210
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Hampstead, NC x
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Conducted by DMF in 20 1 a -
Water's Edge
Hampstead, NC
Pender County
Sheet I of I
Modified 11/20/17
ari
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4

GooSle-earth
MARITECH
Northeast New Hanover
Conservancy,-Disp�.af Area
*Aah c Disposal Area —Approxillialel) 3 Acres
�_.&-j q!
A
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WATM EDGE AT DEERMELD
MAP 500K PAGE
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SCALE 1- 60' MARCH 3; 2003
roR
CAP, 0 '!,-,JIMMy, 515L-ANp INC
441 WV � 5LM 02
P Allillele.-M LAI -
Proposed Dredging Footprint
Water's Edge
Hampstead, NC
Pender County
Sheet I of 1
11/20/17
L--�
+ lqz. 40 * 0,
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L-3267
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PM ( 910) In -9128
N07ES.-
i. THIS MAP WAS NOT PPEPARE-0 FOR RECOPDA710,
CONWYAN= OR SALES PURPOSE&
2. PROPC56 DOCK FACILITY DOES NOT EXCEED
1/4 OF THE WATER BODY VVIDTH.
3. ALL ELEvATioNs ARE RELA-nvE To NcvD '2g.
aVA
ca
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P Allillele.-M LAI -
Proposed Dredging Footprint
Water's Edge
Hampstead, NC
Pender County
Sheet I of 1
11/20/17
L--�
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2. pjjcpcs�D DOCK FACILITY DOES NOT EXCEED
1/4 OF 7HE WA7ER BODY %IDTH.
3. ALL ELEVA71ONS ARE RELA71VE TO NGVD '29.
+
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11%Q1199121?o FOR
t , **I,
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4 liic,)4 EA5� ROAP - 5UM 212
10 V— all L tl-
Existing Conditions 1,1/9/17
Water's Edge
Hampstead, NC
Pender County
Sheet I of I
+ 11V 41%
eo
-7
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L -M7
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MAP BOOK PAGE
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v
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1. MS MAP WAS NOT PREPARED FOR RECCROATON,
CONVEYANCES, OR SALES PURPOSES.
2. pjjcpcs�D DOCK FACILITY DOES NOT EXCEED
1/4 OF 7HE WA7ER BODY %IDTH.
3. ALL ELEVA71ONS ARE RELA71VE TO NGVD '29.
+
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11%Q1199121?o FOR
t , **I,
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4 liic,)4 EA5� ROAP - 5UM 212
10 V— all L tl-
Existing Conditions 1,1/9/17
Water's Edge
Hampstead, NC
Pender County
Sheet I of I
+ 11V 41%
eo
-7
AW ", WAT VY.
M lit
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i lt4,
L -M7
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30
WATM EDGE AT DEERMELD
MAP BOOK _. PAGE
240 N470 bll-
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2
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SCALE: I- MY MARCH 4 2003
FCR
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, JIMMy
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0 - V:Ssl;,-.. 11
Proposed Modifications 11/9/17
Water's Edge
Hampstead, NC
Pender County
Sheet I of I
-Mr" L/N. rlr- !C0lr;--'V
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A -7. , 4
"�IW AW vy,
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NOTES -
1. THS VAP WAS NOT PPEPARM FCR REECORDAMCM,
CONVEYANCES, OR SALES PURPOSES
2. PROPOSEb DOCJ( FACILITY DOES NOT EXCEED
1/4 OF THE WATER BODY WTH.
�6
9
3. ALL ELEvATioNs ARE RELA-nvE To NGvD '29.
Ae
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TOML TORMIP PENDER COUNTY NORTH CARCIUNA
SCALE: I- MY MARCH 4 2003
FCR
CAP, 5 1:5L-ANp INC 2-
4/ ROW � am 0:2
, JIMMy
-,,e . ......... iic)4 P,
0 - V:Ssl;,-.. 11
Proposed Modifications 11/9/17
Water's Edge
Hampstead, NC
Pender County
Sheet I of I
-Mr" L/N. rlr- !C0lr;--'V
�Cll
A -7. , 4
"�IW AW vy,
SFEAL AP
B L-3267 i
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